CN207376562U - A kind of key water control project that can filter silt - Google Patents
A kind of key water control project that can filter silt Download PDFInfo
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- CN207376562U CN207376562U CN201621391049.5U CN201621391049U CN207376562U CN 207376562 U CN207376562 U CN 207376562U CN 201621391049 U CN201621391049 U CN 201621391049U CN 207376562 U CN207376562 U CN 207376562U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 53
- 239000004576 sand Substances 0.000 claims description 34
- 239000013049 sediment Substances 0.000 claims description 21
- 238000007599 discharging Methods 0.000 claims description 10
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 description 12
- 238000011144 upstream manufacturing Methods 0.000 description 9
- 239000010813 municipal solid waste Substances 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000008239 natural water Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- 238000000151 deposition Methods 0.000 description 2
- 230000008021 deposition Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 1
- 229910000635 Spelter Inorganic materials 0.000 description 1
- 241000826860 Trapezium Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000005530 etching Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model is related to a kind of key water control projects, and in particular to a kind of key water control project that can filter silt.A kind of key water control project that can filter silt, by upper river（1）, downstream river course（2）And flume（3）Composition, in upper river（1）Overfall dam is equipped with the centre position of downstream river course（4）, upper river（1）Interior setting concave bank（5）And convex bank（6）, flume（3）It is arranged on upper river（1）Side, setting pot（7）With anti-filter wall（8）It is arranged on flume（3）Inside.
Description
Technical field
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.
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.
Flume is mainly used for irrigating, and introduces excessive silt and be easy to cause canal silting, and is unfavorable for irrigating, and also has
It may cause the desertification in soil.
In addition, existing sloot, there are great in constructing amount, big for mountain construction difficulty, stability is low, later maintenance into
The problems such as this is big.
After to existing key water control project largely investigate and analyse in depth, designing a kind of has the function of desilting for we
Key water control project.
The content of the invention
There is the key water control project of desilting it is an object of the invention to provide a kind of.
Key water control project of the present invention, by upper river (1), downstream river course (2) and flume (3) composition, in upstream
The centre position of river (1) and downstream river course is equipped with overfall dam (4), and concave bank (5) and convex bank (6) are set in upper river (1), is drawn
Water channel (3) is arranged on the side of upper river (1), and setting pot (7) and anti-filter wall (8) are arranged on the inside of flume (3).
In upper river and downstream river course：
Wherein, on overfall dam (4), equipped with sand discharge lock (9).
Wherein, stiling basin (10) is arranged on the junction between downstream river course (2) and overfall dam (4).
Wherein, the height of upper river (1) is higher than downstream river course (2).The two shows from top to bottom, position from high to low
Put relation.
Wherein, upper river (1), the both sides of downstream river course (2) are equipped with river wall (12),
Wherein, river wall (10) is vertically set on above upper river and downstream river course.Anchor is set at river wall (12)
Bar (11).
In flume：
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 (7) 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).
Wherein, anti-filter wall (8) is mounted on the rear of setting pot (7), and the current into flume first pass through the heavy of setting pot
Form sediment, after in the filtering by anti-filter wall, finally flow out flume.
Wherein, anti-filter wall (8) is made of pillar, strainer, loaded filter.
The structure composition of anti-filter wall from inside to outside is：The penetralia of anti-filter wall is pillar, and one is wrapped up in the outer surface of pillar
Layer has the strainer of certain plasticity, is the loaded filter of graded gravel in the outer layer of strainer.
Loaded filter is made of multi-layer with uniform and weather resistance sand, gravel, cobble or rubble.
Material requirements used in above-mentioned anti-filter wall is：Columnar stays structure should have enough intensity and durability degree to support
Load；The dead weight of anti-filter wall and water pressure can be supported and transferred to strainer and indeformable close to rigid structure；For loaded filter, every layer
Gravel grading is uniform, and grain size increases with seepage direction, and loaded filter should have enough sizes to adapt to possible inhomogeneous deformation.
In the present invention, the function of above-mentioned all parts is as follows：
There is enough height difference in upper river with downstream river course.On the one hand the water in upper river is enabled to pass through overfall dam
Dirt sand is brought in into downstream river course；On the other hand the dirt sand in flume can be made to drain into downstream river course by desilting pipeline.
The design of the radian of concave bank and convex bank can be designed according to landform, actual current, reach optimal design effect,
To reach saving material.
Meanwhile river is arranged to concave bank and convex bank, from hydrodynamics and the law of inertia, convex bank current are slower, make
A large amount of sediment depositions are deposited in the convex bank of key water control project, and concave bank current are very fast, and the sediment charge of concave bank is relatively low in river, flume
I.e. from the diversion of concave bank side.
The angle of flume and downstream river course and overfall dam should go to calculate according to Practical Project requirement, and 30 ° of angular range-
50°。
The plane height of flume is higher than upper river, effectively bed load sediment can be controlled to enter water-drawing channel.
The water inlet of flume will set trash rack.Prevent branch, spoil in upper river entrained by water etc.
Impurity enters flume.
Sand discharge lock is provided on overfall dam, and is provided with sand discharge hole.Part can be also played when sand discharge lock is not opened
The effect of sand discharge also can be that downstream ecology needs to provide part water source.
River almost horizontal before overfall dam, to accumulate drop.It, can be with when sedimentation amount reaches design sediment outflow amount
Starting gate washes away the sand setting of overfall dam upstream using the prop-carrying capacity in river itself.
The present invention sets overfall dam and another effect for having sand discharge lock to be that it is possible to ensure water diversion flow in dry season,
Simultaneously flooding action is played in the flood water phase.
Steel-slag sand is mounted on sand discharge lock.But steel-slag sand easily corrodes in environment, we use the moon of sacrificial anode
Pole Protection Code protects steel-slag sand.Spelter is arranged according to actual needs.
Stiling basin is provided with after overfall dam, it is placed over to have baffle wall style.By hydraulic jump, the torrent that discharge structure is released
It is changed into unhurried current, to eliminate the Energy Dissipation Modes of kinetic energy.The flowing water effectively reduced rapidly washes away downstream river course (2).
River wall is arranged to vertical pattern, improves the trapezium structure of traditional mode.The excavation in mountain area is reduced with after
Phase difficulty of construction.
River wall, the vertical mode of setting reduce stability, we are provided with (9) anchor pole inside it, to enhance
Its stability.
The effect of stiling basin of the present invention and function：By hydraulic jump, the torrent that discharge structure is released is changed into
Unhurried current, to eliminate the Energy Dissipation Modes of kinetic energy.Because its mainstream is located at gool bottom, therefore also known as energy dissipation by hydraulic jump.Energy dissipation by hydraulic jump mainly by
Strong turbulent fluctuation, shearing and blending effect between the surface roller of hydraulic jump generation and rotary roll and underflow.It has fluid stable, energy dissipating
The advantages that effect is preferable, adaptable to geological conditions and tail water luffing, and tail water fluctuation is small, and maintenance cost saves.Meanwhile stiling basin
On be provided with baffle wall style, the effect of energy dissipating is made to become more preferable.
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.) into originally
Water conservancy projects.
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.
Anti-filter wall：Graded gravel from fine to coarse is subject to strainer and columnar stays structure.Graded gravel requirement any layer
Particle does not allow the hole through adjacent thicker one layer.The particle of same layer can not generate relative movement.Strainer use compared with
The material of high intensity, shape and position to fixed graded gravel.Columnar stays structure, that is, pile is for ensuring that anti-filter wall
Position and the required structure of stability, but it is noted that must not influence current normal through or cause larger whirlpool.
When current by when, the sieve of graded gravel picture from level to level has blocked the different silt of particle size, and current then may be used
With normal through.The silt that anti-filter wall upstream is blocked can be discharged to channel (river) by measures such as scouring sluice, sand pumps.
Channel wall can be arranged to vertical in form by the present invention in view of mountain construction is more difficult, to reduce excavated volume.It is but vertical
Be unfavorable for enhancing its stability, therefore we set anchor pole on river wall, make its it is firm be fixed on ground, ensure its energy
Bear corresponding pressure.
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：
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 sloot bend：According to upland water stream
Speed design channel bending degree.Flume position：It chooses optimum position opening at sloot 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, overfall dam
Fig. 3, setting pot
Fig. 4, anti-filter wall
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, in upstream
The centre position of river (1) and downstream river course is equipped with overfall dam (4), and concave bank (5) and convex bank (6) are set in upper river (1), is drawn
Water channel (3) is arranged on the side of upper river (1), and setting pot (7) and anti-filter wall (8) are arranged on the inside of flume (3).
In upper river and downstream river course：
Wherein, on overfall dam (4), equipped with sand discharge lock (9).
Wherein, stiling basin (10) is arranged on the junction between downstream river course (2) and overfall dam (4).
Wherein, the height of upper river (1) is higher than downstream river course (2).The two shows from top to bottom, position from high to low
Put relation.
Wherein, upper river (1), the both sides of downstream river course (2) are equipped with river wall (12),
Wherein, river wall (10) is vertically set on above upper river and downstream river course.Anchor is set at river wall (12)
Bar (11).
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, in upstream
The centre position of river (1) and downstream river course is equipped with overfall dam (4), and concave bank (5) and convex bank (6) are set in upper river (1), is drawn
Water channel (3) is arranged on the side of upper river (1), and setting pot (7) and anti-filter wall (8) are arranged on the inside of flume (3).
In flume：
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).
Wherein, anti-filter wall (8) is mounted on the rear of setting pot (12), and the current into flume first pass through the heavy of setting pot
Form sediment, after in the filtering by anti-filter wall, finally flow out flume.
Claims (6)
1. a kind of key water control project that can filter silt, which is characterized in that by upper river（1）, downstream river course（2）And flume
（3）Composition, in upper river（1）Overfall dam is equipped with the centre position of downstream river course（4）, upper river（1）Interior setting concave bank
（5）And convex bank（6）, flume（3）It is arranged on upper river（1）Side, setting pot（7）With anti-filter wall（8）It is arranged on diversion
Canal（3）Inside,
Wherein, setting pot（7）For funnel shaped wide at the top and narrow at the bottom, in setting pot（7）Bottom set sediment outflow gate（13）, arranging
Sand gate（13）Lower section set a three-way shape sand discharging pump（14）,
Wherein, anti-filter wall（8）Mounted on setting pot（7）Rear, the current into flume first pass through the precipitation of setting pot, after
In the filtering by anti-filter wall, flume is finally flowed out.
2. key water control project according to claim 1, which is characterized in that in overfall dam（4）On, equipped with sand discharge lock（9）.
3. key water control project according to claim 1, which is characterized in that stiling basin（10）It is arranged on downstream river course（2）With overflowing
Flow dam（4）Between junction.
4. key water control project according to claim 1, which is characterized in that upper river（1）, downstream river course（2）Both sides set
There is river wall（20）.
5. key water control project according to claim 1, which is characterized in that in sand discharging pump（14）Interface be equipped with desilting pipeline
（15）, in desilting pipeline（15）The other end connection downstream river course（2）.
6. key water control project according to claim 1, which is characterized in that in flume（3）Top set water-drawing gate（16）
And stiling basin（10）, in flume（3）Bottom set water gate（18）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621391049.5U CN207376562U (en) | 2016-12-17 | 2016-12-17 | A kind of key water control project that can filter silt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621391049.5U CN207376562U (en) | 2016-12-17 | 2016-12-17 | A kind of key water control project that can filter silt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207376562U true CN207376562U (en) | 2018-05-18 |
Family
ID=62297247
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621391049.5U Expired - Fee Related CN207376562U (en) | 2016-12-17 | 2016-12-17 | A kind of key water control project that can filter silt |
Country Status (1)
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| CN (1) | CN207376562U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108529831A (en) * | 2018-05-31 | 2018-09-14 | 广西恒晟水环境治理有限公司 | A kind of full ecological management system of earth's surface drinking water source ground contamination |
| CN109736270A (en) * | 2019-01-03 | 2019-05-10 | 张文庆 | A kind of river environmental protection governing system |
| CN110284460A (en) * | 2019-07-02 | 2019-09-27 | 中设工程咨询(重庆)股份有限公司 | Hydraulic Projects processed based on modularization filtering layer are constructed |
| CN114753314A (en) * | 2022-04-24 | 2022-07-15 | 中国电建集团西北勘测设计研究院有限公司 | Structure of husky is arranged in subsiding water of many silt channels |
-
2016
- 2016-12-17 CN CN201621391049.5U patent/CN207376562U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108529831A (en) * | 2018-05-31 | 2018-09-14 | 广西恒晟水环境治理有限公司 | A kind of full ecological management system of earth's surface drinking water source ground contamination |
| CN109736270A (en) * | 2019-01-03 | 2019-05-10 | 张文庆 | A kind of river environmental protection governing system |
| CN109736270B (en) * | 2019-01-03 | 2021-05-18 | 张文庆 | River environmental protection governance system |
| CN110284460A (en) * | 2019-07-02 | 2019-09-27 | 中设工程咨询(重庆)股份有限公司 | Hydraulic Projects processed based on modularization filtering layer are constructed |
| CN114753314A (en) * | 2022-04-24 | 2022-07-15 | 中国电建集团西北勘测设计研究院有限公司 | Structure of husky is arranged in subsiding water of many silt channels |
| CN114753314B (en) * | 2022-04-24 | 2024-01-19 | 中国电建集团西北勘测设计研究院有限公司 | Sediment outflow structure of many silt channels |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180518 |