CN208039174U - Flume steep slope section energy dissipater - Google Patents

Flume steep slope section energy dissipater Download PDF

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Publication number
CN208039174U
CN208039174U CN201820463086.5U CN201820463086U CN208039174U CN 208039174 U CN208039174 U CN 208039174U CN 201820463086 U CN201820463086 U CN 201820463086U CN 208039174 U CN208039174 U CN 208039174U
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CN
China
Prior art keywords
flume
section
steep slope
setting pot
building
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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
Application number
CN201820463086.5U
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Chinese (zh)
Inventor
杜发兴
王雪蓉
肖博文
吴厚发
姚斌
吴登峰
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China Three Gorges University CTGU
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China Three Gorges University CTGU
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Priority to CN201820463086.5U priority Critical patent/CN208039174U/en
Application granted granted Critical
Publication of CN208039174U publication Critical patent/CN208039174U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of flume steep slope section energy dissipater is cast in the setting pot on massif using coarse sand blinding concrete structure and is connected to stilling pond by the building that drops;Setting pot is sequentially connected and is formed by diversion section, import linkage section, scour gallery section and outlet linkage section, and intake gate is provided between import linkage section and scour gallery section;It drops in building, the upper flume being connect with setting pot outlet linkage section is connect by energy dissipating ladder with lower flume;Drop building and stilling pond both sides, which are built, stone masonry barricade.Flume steep slope section energy dissipater provided by the utility model can solve the problems, such as that rural area flume can not solve to generate when big flow high flow rate flow flows down washes away, practical, effect of energy dissipation is apparent, saves space;The faster mountain area water-drawing channel steep slope section of larger and flow rate of water flow especially suitable for water diversion flow.

Description

Flume steep slope section energy dissipater
Technical field
The utility model is related to Hydraulic Engineering Design technical field, especially a kind of flume steep slope section energy dissipater.
Background technology
With the rapid development of rural economy and social cause and the raising of environmental consciousness, more and more mountain villages abandon taking out The water-supply method of underground water irrigate and drink is taken, but much original water-drawing channel has been unable to meet the people for wast rural area The needs of masses' production, life, at the same it is long neglected and in disrepair, and water loss is larger, it is difficult to play the role of good diversion, it is in addition close several The strong propulsion of year agricultural water conservancy project, more and more water diverting structures are built in rural area.Currently, rural area flume is mainly Open channel diversion, but not can solve washing away of being generated when big flow high flow rate flow flows down, it needs to build in many cases Large-scale energy dissipater carries out energy dissipating, constrains expanding economy in various degree.
Invention content
The technical problem to be solved by the utility model is to provide a kind of flume steep slope section energy dissipaters, can solve rural area Flume can not solve the problems, such as that is generated when big flow high flow rate flow flows down washes away, and practicality, effect of energy dissipation is apparent, it is empty to save Between;The faster mountain area water-drawing channel steep slope section of larger and flow rate of water flow especially suitable for water diversion flow.
In order to solve the above technical problems, technical solution used by the utility model is:A kind of flume steep slope section energy dissipating Work,
The setting pot on massif is cast in using coarse sand blinding concrete structure to be connected to stilling pond by the building that drops;
Setting pot is sequentially connected and is formed by diversion section, import linkage section, scour gallery section and outlet linkage section, and import connects It connects and is provided with intake gate between section and scour gallery section;
It drops in building, the upper flume being connect with setting pot outlet linkage section is connected by energy dissipating ladder and lower flume It connects;
Drop building and stilling pond both sides, which are built, stone masonry barricade.
Setting pot, drop building and stilling pond may be contained in coarse sand blinding concrete structure, coarse sand blinding concrete Structure is made of coarse sand bed course and the reinforced concrete floor poured in coarse sand bed course upper surface.
Setting pot, drop building inner surface be both provided with epoxy mortar application layer.
Setting pot both sides are provided with Reinforced Concrete Retaining Walls.
Flume steep slope section energy dissipater provided by the utility model, the drop building using the form of ladder disappear Can, energy dissipater increases the ladder that the mechanism of flow energy dissipating is mainly bottom surface " surface roughness " of bottom surface.Fall when flow flows through When bank, on the one hand since ladder generates drop down stream, stable low pressure whirlpool is generated falling bank downstream inner;Another aspect ladder Fall Kan Ding and constantly generate small whirlpool, and be involved in large quantity of air, thus exacerbate the turbulent fluctuation of flow, accelerates water turbulence boundary layer Development fully blend the aerated flow for forming stabilization, canal bottom surface along Cheng Shuiqi and flow under the conditions of certain discharge per unit width The depth of water increases, and flow velocity accordingly reduces, therefore the big energy for the flow that dissipated, and considerably increases down energy dissipation rate when letting out.Water body Energy reduces, and is washed away to end cistern or field to reach reduction flow, reduces the size and grade of end energy dissipater.
In the dry season, maintenance and sand removal can be carried out by controlling intake gate.Stilling pond requirement is low, avoids big face Long-pending excavation can be good at applying the original gradient of massif, can flexibly be applied in the larger flume section of the gradient, be one The steep slope section flume form of economic, the efficient energy dissipating of kind.
Practicality, effect of energy dissipation is apparent, saves space;The faster mountain area of larger and flow rate of water flow especially suitable for water diversion flow Water-drawing channel steep slope section, it is 1 to be commonly used in slope ratio:3-1:On 10 slope, water flow is up to 15 cubes of meter per seconds.
Description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples:
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the schematic diagram of the utility model setting pot.
Specific implementation mode
As depicted in figs. 1 and 2, a kind of flume steep slope section energy dissipater,
The setting pot 1 on massif is cast in using coarse sand blinding concrete structure by the building that drops to connect with stilling pond 2 It is logical;
Setting pot 1 is sequentially connected and is formed by diversion section 6, import linkage section 7, scour gallery section 8 and outlet linkage section 9, Intake gate 10 is provided between import linkage section 7 and scour gallery section 8;
It drops in building, exports the upper flume 3 that linkage section 9 is connect with setting pot 1 and pass through energy dissipating ladder 4 and lower diversion Canal 5 connects, and energy dissipating ladder 4 is convex-shaped;
Drop building and 2 both sides of stilling pond, which are built, stone masonry barricade 11.
Setting pot 1, drop building and stilling pond 2 may be contained in coarse sand blinding concrete structure, coarse sand bed course coagulation Soil structure is made of coarse sand bed course 12 and the reinforced concrete floor 13 poured in 12 upper surface of coarse sand bed course.
Setting pot 1, drop building inner surface be both provided with epoxy mortar application layer.
1 both sides of setting pot are provided with Reinforced Concrete Retaining Walls 14.
The course of work of the utility model is as follows:
Energy dissipating is carried out using the drop building of the form of ladder, energy dissipater is mainly bottom surface to the mechanism of flow energy dissipating Ladder increases " surface roughness " of bottom surface.When flow, which flows through, falls bank, on the one hand since ladder generates drop down stream, falling bank Downstream inner generates stable low pressure whirlpool;Another aspect ladder falls Kan Ding and constantly generates small whirlpool, and is involved in large quantity of air, by This exacerbates the turbulent fluctuation of flow, accelerates the development in water turbulence boundary layer, under the conditions of certain discharge per unit width, along Cheng Shuiqi It is fully blended with flow and forms stable aerated flow, the canal bottom surface depth of water increases, and flow velocity accordingly reduces, therefore the flow that dissipated is big Energy considerably increases down energy dissipation rate when letting out.The energy of water body reduces, to reach reduce flow to end cistern or Person field is washed away, and the size and grade of end energy dissipater are reduced.
Setting pot 1 is designed using multistage, in the dry season, can carry out maintenance and sand removal by controlling intake gate 10. Stilling pond 2 requires low, avoids the excavation of large area, can be good at applying the original gradient of massif, draws the gradient is larger Water channel section can be applied flexibly, for a kind of steep slope section flume form of economic, efficient energy dissipating.
Practicality, effect of energy dissipation is apparent, saves space;The faster mountain area of larger and flow rate of water flow especially suitable for water diversion flow Water-drawing channel steep slope section, it is 1 to be commonly used in slope ratio:3-1:On 10 slope, water flow is up to 15 cubes of meter per seconds.
The above embodiments are only the optimal technical scheme of the utility model, and are not construed as the limit for the utility model System, the features in the embodiments and the embodiments of the present application in the absence of conflict, mutually can be combined arbitrarily.This practicality is new Technical characteristic in the technical solution that the protection domain of type should be recorded with claim, including the technical solution of claim record Equivalents are protection domain.Equivalent replacement i.e. within this range is improved, also the scope of protection of the utility model it It is interior.

Claims (4)

1. a kind of flume steep slope section energy dissipater, it is characterised in that:
Setting pot on massif is cast in using coarse sand blinding concrete structure(1)Pass through building and the stilling pond of dropping(2)Even It is logical;
Setting pot(1)By diversion section(6), import linkage section(7), scour gallery section(8)And outlet linkage section(9)It is sequentially connected Composition, import linkage section(7)With scour gallery section(8)Between be provided with intake gate(10);
In drop building, with setting pot(1)Export linkage section(9)The upper flume of connection(3)Pass through energy dissipating ladder(4)With under Flume(5)Connection;
Drop building and stilling pond(2)Both sides, which are built, stone masonry barricade(11).
2. flume steep slope section energy dissipater according to claim 1, it is characterised in that:Setting pot(1), drop building and Stilling pond(2)It may be contained in coarse sand blinding concrete structure, coarse sand blinding concrete structure is by coarse sand bed course(12)And it pours It builds in coarse sand bed course(12)The reinforced concrete floor of upper surface(13)Composition.
3. flume steep slope section energy dissipater according to claim 1, it is characterised in that:Setting pot(1), drop building Inner surface is both provided with epoxy mortar application layer.
4. flume steep slope section energy dissipater according to claim 1, it is characterised in that:Setting pot(1)Both sides are provided with steel Reinforced concrete barricade(14).
CN201820463086.5U 2018-04-03 2018-04-03 Flume steep slope section energy dissipater Expired - Fee Related CN208039174U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820463086.5U CN208039174U (en) 2018-04-03 2018-04-03 Flume steep slope section energy dissipater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820463086.5U CN208039174U (en) 2018-04-03 2018-04-03 Flume steep slope section energy dissipater

Publications (1)

Publication Number Publication Date
CN208039174U true CN208039174U (en) 2018-11-02

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ID=63945674

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820463086.5U Expired - Fee Related CN208039174U (en) 2018-04-03 2018-04-03 Flume steep slope section energy dissipater

Country Status (1)

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CN (1) CN208039174U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914568A (en) * 2019-04-02 2019-06-21 无锡市政设计研究院有限公司 A kind of structure that Cut-off ditch is connected with inspection shaft
CN112049067A (en) * 2020-08-21 2020-12-08 中国电建集团西北勘测设计研究院有限公司 Novel water flow opposite-flushing type drop building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914568A (en) * 2019-04-02 2019-06-21 无锡市政设计研究院有限公司 A kind of structure that Cut-off ditch is connected with inspection shaft
CN112049067A (en) * 2020-08-21 2020-12-08 中国电建集团西北勘测设计研究院有限公司 Novel water flow opposite-flushing type drop building

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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: 20181102

Termination date: 20190403