CN202214710U - Overflowing-drainage integrated brake weir - Google Patents
Overflowing-drainage integrated brake weir Download PDFInfo
- Publication number
- CN202214710U CN202214710U CN2011202872514U CN201120287251U CN202214710U CN 202214710 U CN202214710 U CN 202214710U CN 2011202872514 U CN2011202872514 U CN 2011202872514U CN 201120287251 U CN201120287251 U CN 201120287251U CN 202214710 U CN202214710 U CN 202214710U
- Authority
- CN
- China
- Prior art keywords
- weir
- overflow
- water
- overflowing
- integral type
- 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
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses an overflowing-drainage integrated brake weir, which comprises a weir body enclosed by two lateral walls and a bottom plate. An overflow water stopping wall is arranged on the bottom plate, and the overflow water stopping wall is provided with a water drainage hole. The overflowing-drainage integrated brake weir has the functions of overflowing flood and draining water through an overflow water stopping wall structure body. A water drainage pipe is controlled by a brake valve, thereby being convenient to operate. A stilling pool is arranged in front of a stilling ridge to enhance stilling effect. Thus, integrated water flow adjusting structures are provided for projects of water conservancy, municipal administration and the like. The overflowing-drainage integrated brake weir is suitable for middle and small water passing structures. Simultaneously, the overflow port cannot be seen when flood overflows, water surface keeps complete and static, a breast wall can block float sundries in water body so as to be convenient to clean, and concealing of the stilling pool can restrain noise of overflowing flood.
Description
Technical field
The utility model relates to a kind of lock weir, belongs to the hydraulic engineering field, more precisely, relate to a kind of integrate discharge water, the lock weir of overflow.
Background technology
Flood spillway is divided into service spillway and emergency spillway by flood discharge standard and application.The former is in order to lead design flood off, and the latter is used to lead off superflood.By its position, be divided into river channel flood spillway and bank flood spillway.The river channel flood spillway overflows big vast via dam body.The bank flood spillway can be divided into by form of structure: 1. positive groove flood spillway.Let out groove and overflow weir quadrature, cross sluice stream and to let out fluted shaft line direction consistent.2. side channel spillway.Overflow weir roughly arranges along isohypse, and current flow to and do nearly 90 ° of turnings after leaking into the side channel with weir axis almost parallel from overflow weir, again through letting out groove or tunnel flows to downstream.3. shaft spillway.Flood flows through annular overflow weir, leaks into downstream through vertical shaft and tunnel.4. siphon spillway.Utilize siphonage to sluice, water through letting out concentrated flow downstream, can be built the bank in after flowing out syphon, also can build in the dam.The bank flood spillway is made up of inlet channel, control section, sluicing section, energy dissipating section usually.Inlet channel plays water inlet and adjustment current.Control section practical weir commonly used or broad crested weir, weir crest can be if do not establish gate.The section that sluices is let out groove and two kinds of forms of tunnel.For protection let out groove exempt from wash away with rock not by weathering, generally all use concrete lining.Energy dissipating Duan Duoyong flip trajectory bucket or energy dissipation by hydraulic jump.When the stream that sluices instantly can not directly be included into former river course, also need establish tailwater channel in addition, so that properly be connected with downstream river course.The type selecting of flood spillway and layout should relatively be confirmed the back through Technological Economy according to dam site landform, geology, hinge layout and execution conditions etc.
In the project organization of existing hydraulic engineering, flood spillway and dewatering outlet generally all are that the position of staggering certain is provided with, and such project organization is no matter be that its engineering quantity is big, we can say to belong to 2 object of construction production in the excavation or the process that makes up of ground; What is more important, 2 projects are difficult to carry out unified standardized construction, and operational administrative disperses, and engineering cost is high, and maintenance cost is also high.
The utility model content
The utility model is in order to solve the problem that exists in the prior art; A kind of overflow integral type lock weir that discharges water is provided, the function of can realize simultaneously fully easily overflowing flood and waterproof, easy to operate; The cost cost is low, and the current that are fit to reservoir, dyke, flood control, projects for stagnant water drainage facility are regulated.Simultaneously, be convenient to standardized construction, reliable in structure safety.
Be to realize above-mentioned purpose, the technical scheme of the utility model is: the overflow integral type lock weir that discharges water, comprise the weir body that surrounds by two side walls, base plates, and the overflow waterwall is set on said base plate one, said overflow waterwall is provided with the dewatering orifice.
Preferably: said dewatering orifice is gate valve type dewatering orifice or starting and stopping type dewatering orifice.
Preferably: said starting and stopping type dewatering orifice comprises adjutage and adjutage gate valve, and said adjutage passes the overflow waterwall.
Preferably: end elevation and lowest water level line flush in the pipe of said adjutage.
Preferably: on the base plate of weir, said left side body, be provided with the power bank that disappears together, the said power of disappearing bank, base plate, overflow waterwall, two side walls surround absorption basin.
Preferably: the said power of disappearing bank is provided with drain hole.
Preferably: said drain hole comprises gutter and gutter gate valve, and said gutter passes the power bank that disappears.
Preferably: the top of body also is provided with access bridge on the weir.
Preferably: below the access bridge of weir, said right side body, vertically be provided with breastwork.
The overflow of the utility model discharges water, and flood will be overflow in integral type lock weir, the function that discharges water is accomplished through a waterwall structure; Adjutage adopts gate valve to control; Handled easily, establishing absorption basin before the power that the disappears bank increases the energy dissipating effect, when the water level in left side, lock weir is higher than the right side; This structure can let fluid reverse flow and reverse control, and the structure of knockdown adjusting current is provided for projects such as water conservancy, municipal administrations.Better for middle-size and small-size water-bound applicability excessively; Cannot see spillway when overflowing flood simultaneously, the water surface keeps relative complete sum static, and breastwork has good barrier effect to the floating foreign material of water body; Be convenient to cleaning, the hidden relatively of absorption basin has the good restraining effect to the big vast noise that overflows.
Description of drawings
Fig. 1 shows the discharge water sectional structure chart on integral type lock weir of the utility model overflow.
Fig. 2 shows the utility model overflow sectional drawing of integral type lock weir when using that discharge water.
Wherein: 1-overflow waterwall, 2-adjutage, 3-adjutage gate valve, 4-gutter, 5-gutter gate valve, the 6-power bank that disappears, 7-base plate, 8-breastwork, 9-access bridge, 110-current.
The specific embodiment
For the technical problem that the utility model is solved, the technical scheme of employing, the technique effect of obtaining should be readily appreciated that,, the specific embodiment of the utility model is done further explanation below in conjunction with concrete accompanying drawing.
Like Fig. 1, shown in Figure 2, the lock weir of the utility model comprises the weir body, and bottommost is stamped one deck concrete, and the bed course that rubble etc. constitute is the base plate 7 of weir body above the bed course, and said base plate 7 is the foundation to protect part of the utility model structure, adopts steel concrete to make up.Both sides are steel concrete side walls, limit the width on lock weir according to the different geographic environment, keep the resistance to overturning of structure.
On base plate 7, be horizontally arranged with the overflow waterwall 1 of one steel concrete structure, when the water level of right side current 110 was higher than the top of overflow waterwall 1,110 in current can flow to the left side from the top of overflow waterwall 1, thereby realized the excessive flood effect on lock weir.The height of overflow waterwall 1 carries out calculation Design according to different on-the-spot water level situation, the resistivity on lock weir.Overflow waterwall 1 is provided with the dewatering orifice, is used for initiatively discharging water.Said dewatering orifice can be the starting and stopping type dewatering orifice, also can be the duct of gate valve type dewatering orifice or other modes.What present embodiment adopted is the gate valve type dewatering orifice, comprises adjutage 2 and adjutage gate valve 3, and said adjutage 2 passes overflow waterwall 1, can release the current above adjutage 2 bottom tube height.Adjutage gate valve 3 not only can be controlled the open and close of adjutage 2, but also can control to adjust the flow when passing adjutage 2, has realized the function that initiatively discharges water on lock weir.The position of adjutage 2 on overflow waterwall 1 preferably makes the bottom tube of adjutage 2 and on-the-spot lowest water level line (level of dead water) flush.The structure of adjutage 2 and adjutage gate valve 3 is common practise, the conventional design in present technique field, no longer specifies at this.
The power that disappears bank is claimed disspation through hydraudic jimp again, and through hydraulic jump, the torrent that outlet structure escape works are released changes unhurried current into, to eliminate the energy dissipating mode of kinetic energy.Energy dissipation by hydraulic jump mainly lean on the surface roller that hydraulic jump produces and revolve roll and underflow between strong turbulent fluctuation, shearing and blending effect.It has fluid stable, and effect of energy dissipation is better, and is strong to geological conditions and tail water luffing compliance, and the tail water fluctuation is little, advantages such as maintenance cost province.But protection-apron is longer, and earthwork evacuation amount and concrete square amount are bigger, and construction costs is higher.Upper pond level is big to the drop of the first section that jumps, so it is high to locate flow velocity, when Froude number Fr was low, the kinetic energy of dissipation was few, and promptly complementary energy is many, and complementary energy mainly is exactly the potential energy that the depth of water is expressed after jumping.Energy dissipation by hydraulic jump is used very wide, is suitable for high, medium and low head, all kinds of outlet structure escape works of large, medium and small flow.
The lock weir of the utility model preferably makes up the power bank 6 that disappears together in the left side of overflow waterwall 1, can be the power that the disappears bank of laying with mountain stone, also can be steel concrete.The side wall of the power that disappears bank 6, base plate 7, both sides, overflow waterwall 1 surround an absorption basin, prevent that the impulse force that adjutage 2 effluents, flood is overflow at overflow waterwall 1 top is excessive, and periphery is damaged.A starting and stopping type dewatering orifice of being made up of gutter 4 and gutter gate valve 5 is set in the lower end of the power bank 6 that disappears, can discharges the water in the absorption basin in Artificial Control ground.The position of gutter 4 on the power bank 6 that disappears can be the bottom that places the power bank 6 that disappears, and also can be apart from base plate 7 certain height.
Preferably, the top of body is provided with an access bridge 9 on the weir, and access bridge 9 is laid on the top of side wall, has not only made things convenient for traffic, but also can hidden flood spillway, in the flood that overflows, also can play certain sound deadening, has ensured the safety on lock weir.
Preferably, on the right side of access bridge 9 breastwork 8 can also be set, breastwork 8 and access bridge 9 right sides are vertical to be connected and to extending below, the effect of breastwork 8 mainly is the floating thing in the block water when overflowing flood, is convenient to clear up the rubbish on the water surface.When water level was higher, breastwork 8, side wall, access bridge 9 were hidden with flood spillway, can reduce the sound of current when overflowing flood.
The method for using on the utility model lock weir is following: end timestamp in the water level on right side, lock weir is higher than the pipe of adjutage 2, and can control through adjutage gate valve 3 and whether discharge water.If when right side, lock weir water level elevation was higher than the top board elevation of the power bank 6 that disappears, gutter gate valve 5 can be closed, water flows out from the top of the power bank 6 that disappears; Otherwise gutter gate valve 5 need be opened, and could cooperate adjutage 2 to discharge water.
When if water level is higher than the top of overflow waterwall 1, current flow out from the top of overflow waterwall 1 automatically, after the absorption basin that overflow waterwall 1, the power that disappears bank 6, side wall, base plate 7 surround carries out energy dissipating, flow out from the top of the power bank 6 that disappears.
Certainly, in special environment, if the water level in left side, lock weir is higher than the right side, when being higher than the invert elevation (IE) journey of adjutage 2 simultaneously, the water in left side can be through gutter of opening 4 and the adjutage 2 inflow right sides of opening.
Adjutage 2, the gutter 4 on the lock weir of the utility model are in the water, cannot see spillway when overflowing flood, make the water surface keep relative steadily, the noise when having eliminated excessive flood.
The above is merely the utility model preferred embodiment, is not the practical range that is used for limiting the utility model.Be that all equivalences of doing according to the content of the utility model claim change and modification, all should belong to the technological category of the utility model.
Claims (9)
1. the overflow integral type lock weir that discharges water, it is characterized in that: comprise the weir body that is surrounded by two side walls, base plates, the overflow waterwall is set on said base plate one, said overflow waterwall is provided with the dewatering orifice.
2. the overflow according to claim 1 integral type lock weir that discharges water, it is characterized in that: said dewatering orifice is gate valve type dewatering orifice or starting and stopping type dewatering orifice.
3. the overflow according to claim 2 integral type lock weir that discharges water, it is characterized in that: said starting and stopping type dewatering orifice comprises adjutage and adjutage gate valve, and said adjutage passes the overflow waterwall.
4. the overflow according to claim 3 integral type lock weir that discharges water is characterized in that: end elevation and lowest water level line flush in the pipe of said adjutage.
5. the overflow according to claim 1 integral type lock weir that discharges water, it is characterized in that: on the base plate of weir, said left side body, be provided with the power bank that disappears together, the said power of disappearing bank, base plate, overflow waterwall, two side walls surround absorption basin.
6. the overflow according to claim 5 integral type lock weir that discharges water, it is characterized in that: the said power of disappearing bank is provided with drain hole.
7. the overflow according to claim 6 integral type lock weir that discharges water, it is characterized in that: said drain hole comprises gutter and gutter gate valve, and said gutter passes the power bank that disappears.
8. each described overflow integral type lock weir that discharges water according to claim 1-7, it is characterized in that: the top of body also is provided with access bridge on the weir.
9. the overflow according to claim 8 integral type lock weir that discharges water is characterized in that: below the access bridge of weir, said right side body, vertically be provided with breastwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202872514U CN202214710U (en) | 2011-08-09 | 2011-08-09 | Overflowing-drainage integrated brake weir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202872514U CN202214710U (en) | 2011-08-09 | 2011-08-09 | Overflowing-drainage integrated brake weir |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202214710U true CN202214710U (en) | 2012-05-09 |
Family
ID=46013970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202872514U Expired - Fee Related CN202214710U (en) | 2011-08-09 | 2011-08-09 | Overflowing-drainage integrated brake weir |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202214710U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383401A (en) * | 2011-08-09 | 2012-03-21 | 曾皋波 | Overflow water drainage integral type sluice weir |
| CN104153326A (en) * | 2014-07-29 | 2014-11-19 | 曾皋波 | Culvert weir with automatic water level control function |
| CN104762985A (en) * | 2015-04-13 | 2015-07-08 | 天津大学 | Cylindrical caisson foundation water intake gate structure and application thereof |
| CN109537532A (en) * | 2018-12-18 | 2019-03-29 | 袁敏 | River retaining dam denoising structure and river retaining dam noise-reduction method |
-
2011
- 2011-08-09 CN CN2011202872514U patent/CN202214710U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383401A (en) * | 2011-08-09 | 2012-03-21 | 曾皋波 | Overflow water drainage integral type sluice weir |
| CN104153326A (en) * | 2014-07-29 | 2014-11-19 | 曾皋波 | Culvert weir with automatic water level control function |
| CN104762985A (en) * | 2015-04-13 | 2015-07-08 | 天津大学 | Cylindrical caisson foundation water intake gate structure and application thereof |
| CN109537532A (en) * | 2018-12-18 | 2019-03-29 | 袁敏 | River retaining dam denoising structure and river retaining dam noise-reduction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202214710U (en) | Overflowing-drainage integrated brake weir | |
| CN102383401A (en) | Overflow water drainage integral type sluice weir | |
| CN109338982B (en) | Diversion engineering head storage dredging and dredging regulation reservoir | |
| CN202450501U (en) | Bricking drainage structure for stilling pool | |
| CN201874083U (en) | Land-saving and energy-saving reservoir type pumping station drainage device for down digging channels | |
| CN110714444A (en) | Hydrodynamic force linkage silt flushing and sand discharging facility | |
| CN203795388U (en) | Mixed earth dam and gravity dam arrangement structure | |
| CN106702968B (en) | It is a kind of can automatic sand washing subtract the arc line type overflow dam and its operation method of silt | |
| CN215562326U (en) | Prevention and control system for blocking, shunting and water-stone separation of debris flow | |
| CN206457321U (en) | A kind of novel artificial Rain-fed wetland | |
| CN112982317B (en) | Estuary ground surface underground three-dimensional water retaining structure utilizing rain and flood resources and operation method | |
| CN105317027A (en) | Combined type flood discharge and water taking method and structure thereof | |
| CN210086181U (en) | Sediment dam structure is blocked to formula of permeating water | |
| CN105544477B (en) | A kind of bidirectional flooding retaining box for being provided with fish device | |
| CN112982319A (en) | Structure and method for conducting diversion, emptying and water taking through dam foundation culvert | |
| CN205636673U (en) | A sluicing core wall for between hydro junction factory dam | |
| CN206986826U (en) | It is a kind of can effective reduction of speed desilting key water control project | |
| KR101262093B1 (en) | Anti-overflow type fill dam using crest pavement and intermediate channel | |
| KR20110083935A (en) | Complex debris barrier of eco-friendly | |
| CN206554031U (en) | It is a kind of sand washing to subtract the arc line type overflow dam of silt automatically | |
| CN216765775U (en) | Ecological weir capable of locally and automatically bursting | |
| CN212001495U (en) | Hydraulic engineering side slope drainage structures | |
| CN204589952U (en) | A kind of combined type flood discharge water intaking structure | |
| CN204080759U (en) | Ditch water treatment drainage tunnel | |
| CN212670801U (en) | Pump station goes out water structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120509 Termination date: 20140809 |
|
| EXPY | Termination of patent right or utility model |