CN209025057U - The baffle wall style of bottom hollow out - Google Patents
The baffle wall style of bottom hollow out Download PDFInfo
- Publication number
- CN209025057U CN209025057U CN201821767806.3U CN201821767806U CN209025057U CN 209025057 U CN209025057 U CN 209025057U CN 201821767806 U CN201821767806 U CN 201821767806U CN 209025057 U CN209025057 U CN 209025057U
- Authority
- CN
- China
- Prior art keywords
- baffle wall
- wall style
- water stream
- hollow out
- water
- 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.)
- Active
Links
Landscapes
- Sewage (AREA)
Abstract
The baffle wall style of bottom hollow out is the baffle wall style ontology of right-angled trapezium shape including cross section, and the baffle wall style body bottom portion is uniformly provided with several water stream channels, and several water stream channels are parallel and set, and water stream channel is laid along the right angle waist of right-angled trapezium to oblique waist direction.Water stream channel is arranged in baffle wall style body bottom portion in the utility model, makes baffle wall style body part hollow out, the baffle wall style of bottom hollow out can be such that water flow passes through from hollow-out part when water level is lower, thus influence of the lower degree bottom sill to flow of inlet water and Inlet flow pattern.
Description
Technical field
The utility model relates to a kind of waterwork structures, are a kind of baffle wall styles of novel bottom hollow out, for energy dissipating and
The hydraulic structure of rectification.
Background technique
Existing baffle wall style is mostly made of armored concrete, is met direction of flow and is arranged by upright right-angled trapezium mode, structure
Make mostly monoblock type solid construction.Water flow from torrent after baffle wall style by that will be become flowing slowly.Existing baffle wall style is in water flow energy dissipating
Aspect has preferable efficiency, but for pumping plant and power station etc. to the higher hydraulic structure of Inlet flow pattern stability requirement simultaneously
When carrying out forebay energy-dissipating and rectifying flow, flow velocity is easy to produce unevenly and the case where bias current, is managed to influence the whole of unit
And the stability of its operation.
Therefore, it still needs to that certain rectification facilities are arranged in forebay.In view of the convenience constructed, managed, Yi Jiqian
The integrally-built stability of bottom of pond plate, rectification and two kinds of functions of energy dissipating, which are combined, just certain necessity.Together
When, when water level is lower, existing baffle wall style will lead to that the flow into intake pool is relatively low, and Inlet flow pattern is deteriorated, and influence unit
It works normally.
Utility model content
Different location fluidised form difference cannot be efficiently solved in order to solve existing baffle wall style in current hydraulic structure
The problem of, more preferably adjustment Inlet flow pattern, the utility model provide a kind of baffle wall style of bottom hollow out, which can be to next
While flowing abundant energy dissipating, make, elimination bias current influence more uniform into water velocity flow profile.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
The baffle wall style of bottom hollow out, characterized in that be the baffle wall style ontology of right-angled trapezium shape, the power of disappearing including cross section
Bank body bottom portion is uniformly provided with several water stream channels, and several water stream channels are parallel and set, and water stream channel is along the right angle of right-angled trapezium
Waist is laid to oblique waist direction.
Further, the cross section outer profile of the water stream channel is vertically connected by two vertical edges, a horizontal edge, and formation is fallen
U-shaped structure.
Further, the height of the water stream channel is the half of baffle wall style body height.
Further, the bottom of the water stream channel is flushed with baffle wall style body bottom portion.
Water stream channel is arranged in baffle wall style body bottom portion in the utility model, makes baffle wall style body part hollow out, bottom hollow out
Baffle wall style when water level is lower, water flow can be made to pass through from hollow-out part, thus lower degree bottom sill to flow of inlet water and into
The influence of water flow state.The utility model is mainly set to the waterwork more demanding to Inlet flow pattern such as pumping plant, power station
In forebay.According to the specific fluidised form in river and flow condition requirement, baffle wall style is calculated according to the weir formula of practical weir
Height and bank top length.Meanwhile in practice of construction, according to the position that bad fluidised form occurs, fair amount is arranged and along the power that disappears
Bank middle line is arranged symmetrically.
The beneficial effects of the utility model are:
The structure carries out energy dissipating to the water flow for entering forebay by setting bank.Meanwhile the water and process flowed out from hollow-out part
The water of baffle wall style energy dissipating contacts after bank.Since the flow velocity of two bursts of water flows is different, liquid surface generates biggish frictional force, plays
The effect of energy dissipating.Meanwhile kinetic energy is passed to the low speed water by baffle wall style energy dissipating by bottom water flow, this process is in transverse direction
It is simultaneous with longitudinal direction, therefore the baffle wall style of bottom hollow out can make the flow velocity of water flow more uniform, eliminate the influence of bias current.?
When low water level, water flow can be flowed out from the position of baffle wall style bottom hollow out enters forebay, can guarantee unit in certain situation
Continue to operate normally.
Detailed description of the invention
Fig. 1 is the perspective view of the utility model；
Fig. 2 is the front view of the utility model；
Fig. 3 is the top view of the utility model；
Fig. 4 is the left view of the utility model；
In figure: 1 baffle wall style ontology, 2 water stream channels.
Specific embodiment
In Practical Project, according to the requirement of water inlet flow velocity, the position of baffle wall style and the height of baffle wall style are determined.Afterwards
According to the actual situation, the position of reasonable arrangement cut-out openings and quantity.This baffle wall style and forebay bottom plate armored concrete
One-piece casting.
(rough schematic that above-mentioned attached drawing is a segment length baffle wall style) as shown in Figs 1-4, the baffle wall style of bottom hollow out,
It is the baffle wall style ontology 1 of right-angled trapezium shape including cross section, baffle wall style body bottom portion is uniformly provided with several water stream channels 2, is formed
Bottom engraved structure, several water stream channels are parallel and set, and water stream channel is laid along the right angle waist of right-angled trapezium to oblique waist direction.
The cross section outer profile of water stream channel is vertically connected by two vertical edges, a horizontal edge, forms inverted U-shaped, water flow
The height in channel is the half of baffle wall style body height, and the bottom of water stream channel is flushed with baffle wall style body bottom portion.
The utility model structure is simple, and it is convenient that material therefor obtains, and is improving forebay fluidised form, stablizes water inlet flow velocity side
There is preferable effect in face, therefore is the good selection for adjusting forebay fluidised form.
Claims (4)
1. the baffle wall style of bottom hollow out, characterized in that it is the baffle wall style ontology (1) of right-angled trapezium shape including cross section, it is described to disappear
Power bank body bottom portion is uniformly provided with several water stream channels (2), and several water stream channels are parallel and set, and water stream channel is along right-angled trapezium
Right angle waist is laid to oblique waist direction.
2. the baffle wall style of bottom hollow out according to claim 1, characterized in that the cross section outer profile of the water stream channel
It is vertically connected by two vertical edges, a horizontal edge, forms inverted U-shaped.
3. the baffle wall style of bottom hollow out according to claim 1, characterized in that the height of the water stream channel is baffle wall style
The half of body height.
4. the baffle wall style of bottom hollow out according to claim 1, characterized in that the bottom of the water stream channel and baffle wall style
Body bottom portion flushes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821767806.3U CN209025057U (en) | 2018-10-30 | 2018-10-30 | The baffle wall style of bottom hollow out |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821767806.3U CN209025057U (en) | 2018-10-30 | 2018-10-30 | The baffle wall style of bottom hollow out |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209025057U true CN209025057U (en) | 2019-06-25 |
Family
ID=66907579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821767806.3U Active CN209025057U (en) | 2018-10-30 | 2018-10-30 | The baffle wall style of bottom hollow out |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209025057U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997007A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Energy dissipater structure for hydraulic engineering |
| CN112663555A (en) * | 2021-01-12 | 2021-04-16 | 扬州大学 | Combined rectifying device and rectifying method for front pool with large diffusion angle |
-
2018
- 2018-10-30 CN CN201821767806.3U patent/CN209025057U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997007A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Energy dissipater structure for hydraulic engineering |
| CN112663555A (en) * | 2021-01-12 | 2021-04-16 | 扬州大学 | Combined rectifying device and rectifying method for front pool with large diffusion angle |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104234174B (en) | A kind of combined type froth breaking siphonic water-collecting well and method | |
| CN204212122U (en) | A kind of fish pass | |
| CN209025057U (en) | The baffle wall style of bottom hollow out | |
| CN103953014B (en) | fishway structure | |
| CN102747716A (en) | Vertical seam type fishway structure | |
| CN103225292B (en) | A kind of dam face energy dissipation tool | |
| CN209221573U (en) | A kind of settling pit | |
| CN106337401A (en) | Flow-guide type grading energy-dissipation defoaming siphonic water-collecting well in front of weir flow and method | |
| CN101538840B (en) | Trajectory jet type energy dissipater in absorption basin | |
| CN202530433U (en) | Flaring pier structure of flood discharge and energy dissipation system in hydraulic and hydro-power engineering | |
| CN108005039A (en) | It is a kind of to be arranged at the energy dissipating construction for letting out groove | |
| CN106930199A (en) | Improve the fairing of arc Box-shaped Drainage Culvert water outlet fluidised form | |
| CN203475400U (en) | Dam Face energy dissipater | |
| CN103410129B (en) | Multistage step drop energy dissipater structure | |
| CN205088648U (en) | High -velocity flow for flood discharge air defense lose flood discharge hole | |
| CN103966985A (en) | Stilling pool with laterally-effluent revolution and rolling energy dissipation function | |
| CN109629507A (en) | A method of improving diffused and shunts tank waterpower fluidised form | |
| CN106884406A (en) | A kind of draining defoaming system and method for fiery nuclear power plant | |
| CN204982816U (en) | Perps formula fishway | |
| CN203429607U (en) | Combination high-low threshold stilling pool with flow deflecting structure | |
| CN102561260A (en) | Water-permeable waterway improvement spur dike | |
| CN202688968U (en) | Vertical connection type fishway | |
| CN207597360U (en) | It is a kind of to be set to the energy dissipating construction for letting out slot | |
| CN201873973U (en) | Energy dissipater structure in water transporting tunnel | |
| CN107956249B (en) | A method of improving municipal sewage Boosting pumping station Inlet flow pattern |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |