CN207228040U - A kind of interim flood discharge channel design of hydraulic engineering - Google Patents
A kind of interim flood discharge channel design of hydraulic engineering Download PDFInfo
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- CN207228040U CN207228040U CN201721150791.1U CN201721150791U CN207228040U CN 207228040 U CN207228040 U CN 207228040U CN 201721150791 U CN201721150791 U CN 201721150791U CN 207228040 U CN207228040 U CN 207228040U
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- wall
- pipe
- water storage
- storage well
- water
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Abstract
The utility model discloses a kind of interim flood discharge channel design of hydraulic engineering, including bend pipe, the bend pipe top inner wall is connected with anti-network blocking, and bend pipe bottom interior wall is welded with motor housing, the motor housing bottom interior wall is fixed with motor by screw, and motor output shaft is socketed with flabellum, the bend pipe is welded with oral siphon away from anti-network blocking one end outer wall, and oral siphon top exterior walls are provided with card slot, card slot inner wall is connected with water speed instrument, the oral siphon top inner wall is welded with overhead gage close to bend pipe side, and oral siphon bottom interior wall is provided with through hole.The utility model passes through three interconnected water storage wells, increase the water-holding capacity of passage, filter screen and baffle make a large amount of silts in flood enter dirt storing tube, floodometer can detect water level in water storage well successively, very big to improve passage flood carrying capacity, communicating pipe after flood discharge, utilizes the storage water in water storage well, also the dirt in dirt storing tube can be driven to discharge, prevent from blocking tube body.
Description
Technical field
Flood discharge channel design technical field is the utility model is related to, more particularly to a kind of interim flood discharge of hydraulic engineering is led to
Road structure.
Background technology
Flood is drained in flood discharge, since continuation heavy showers causes reservoir to surpass water level, to avoid water sheet flood from overflowing, or storehouse dam,
Burrock is squashed and causes serious disaster, opens a sluice gate downstream flood diversion zone draining, and flood discharge passage is conducive to the quick shunting of flood, water
The flood discharge passage used temporarily in sharp engineering, mainly shunts Partial Flood, and flood discharge is smaller, due to the flood and underground water of mainstream
Horizontal plane mutually maintains an equal level, therefore needs to low-lying place's diversion either diversion into closed pond or water storage well, but existing discharge pipe
Road, function is single, and water mostly is led to low-lying place, and the standing crop of water storage well is less, and single water storage well flood carrying capacity has
Limit, and the flood after flood discharge does not utilize very much, loses available resource.
Utility model content
The purpose of this utility model is to solve shortcoming existing in the prior art, and a kind of hydraulic engineering proposed is used
Interim flood discharge channel design.
To achieve these goals, the utility model employs following technical solution：
A kind of interim flood discharge channel design of hydraulic engineering, including bend pipe, the bend pipe top inner wall are connected with anti-blocking
Net, and bend pipe bottom interior wall is welded with motor housing, the motor housing bottom interior wall is fixed with motor by screw, and motor exports
Axle sleeve is connected to flabellum, and the bend pipe is welded with oral siphon away from anti-network blocking one end outer wall, and oral siphon top exterior walls are provided with card slot,
Card slot inner wall is connected with water speed instrument, and the oral siphon top inner wall is welded with overhead gage, and oral siphon bottom close to bend pipe side
Inner wall is provided with through hole, and through hole outer wall is welded with lower baffle plate, and the through-hole wall is connected with filter screen, and via bottoms outer wall is clamped
There is dirt storing tube, dirt storing tube top inner wall is connected with the first electric gate valve, and the oral siphon is welded with away from bend pipe side outer wall
Three water storage wells, and the 3rd water storage well top inner wall is fixed with the first floodometer, the 3rd water storage well top by screw
Outer wall is provided with first mouth of pipe, and the first mouth of pipe outer wall is connected with the second electric gate valve, and first internal wall of pipe orifice is connected with first
Branch pipe, and the first branch pipe is connected with the second water storage well away from the second electric gate valve side outer wall, the second water storage well top inner wall is led to
Cross screw and be fixed with the second floodometer, the second water storage bottom outer wall is provided with second mouth of pipe, and the second mouth of pipe outer wall
The 3rd electric gate valve is connected with, the second internal wall of pipe orifice is connected with the second branch pipe, and second pipe outer wall is connected with the first water storage well, institute
State and be connected with for the first communicating pipe between the first water storage well and the second water storage well opposite side outer wall, and the second water storage well and the 3rd stores
It was connected with for the second communicating pipe between well opposite side outer wall, first has been connected through a screw thread at the second connection pipe outer wall central axes
Valve, third connecting pipe, and third connecting pipe outer wall are connected between the 3rd water storage well and dirt storing tube opposite side outer wall
The second valve has been connected through a screw thread at central axes.
Preferably, the input terminal of first floodometer and the second floodometer is connected to water speed by conducting wire
On the output terminal of instrument, and the model LS300-A of water speed instrument.
Preferably, first valve and the second valve are one-way water stop valve, and the first valve is directed to the second storage
Well to the 3rd water storage well, the second valve is directed to the 3rd water storage well to dirt storing tube.
Preferably, the output terminal of first floodometer is connected to the input terminal of the second electric gate valve by conducting wire
On, and the second electric gate valve is AOX center line electric butterfly valves.
Preferably, the output terminal of second floodometer is connected to the input terminal of the 3rd electric gate valve by conducting wire
On, and the 3rd electric gate valve is AOX center line electric butterfly valves.
Preferably, the input terminal of the motor is connected with switch, and switch is connected with controller, controller model
DATA-7311。
Preferably, the first water storage well is provided with emergent water pipe hole, and emergent water pipe hole inner wall away from bend pipe side outer wall
Emergent water pipe is connected with, standby valve has been connected through a screw thread at emergent pipe outer wall central axes.
The beneficial effects of the utility model are：In the utility model, by setting three interconnected water storage wells, increase
A large amount of silts in flood by setting filter screen and baffle in oral siphon, can be entered dirt storing tube by its water-holding capacity, be led to
Setting floodometer is crossed, sensed water level height, can use the flood carrying capacity of water storage well successively, greatly improve flood discharge energy
Power, can be after flood discharge, using the storage water in water storage well by setting communicating pipe, while can also drive the dirt in dirt storing tube
Thing is discharged, and prevents from blocking tube body.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of hydraulic engineering interim flood discharge channel design structure diagram；
Fig. 2 be the utility model proposes a kind of hydraulic engineering interim flood discharge channel design structural side view.
In figure：1 first water storage well, 2 first communicating pipes, 3 second communicating pipes, 4 first valves, 5 the 3rd water storage wells, 6 the 3rd
Communicating pipe, 7 second valves, 8 filter screens, 9 first electric gate valves, 10 dirt storing tubes, 11 motors, 12 anti-network blockings, 13 bend pipes, keep off on 14
Plate, 15 lower baffle plates, 16 oral siphons, 17 water speed instrument, 18 first floodometers, 19 second floodometers, 20 second electric brakes
Door, 21 the 3rd electric gate valves, 22 second water storage wells.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Figures 1 and 2, the interim flood discharge channel design of a kind of hydraulic engineering, including bend pipe 13, in the top of bend pipe 13
Wall is connected with anti-network blocking 12, and 13 bottom interior wall of bend pipe is welded with motor housing, and motor housing bottom interior wall is fixed with electricity by screw
Machine 11, and 11 output sleeve of motor is connected to flabellum, bend pipe 13 is welded with oral siphon 16 away from anti-12 one end outer wall of network blocking, and enters water
16 top exterior walls of pipe are provided with card slot, and card slot inner wall is connected with water speed instrument 17, and 16 top inner wall of oral siphon is welded close to 13 side of bend pipe
Overhead gage 14 is connected to, and 16 bottom interior wall of oral siphon is provided with through hole, through hole outer wall is welded with lower baffle plate 15, and through-hole wall is connected with
Filter screen 8, and via bottoms outer wall is connected with dirt storing tube 10,10 top inner wall of dirt storing tube is connected with the first electric gate valve 9, enters water
Pipe 16 is welded with the 3rd water storage well 5 away from 13 side outer wall of bend pipe, and 5 top inner wall of the 3rd water storage well is fixed with by screw
One floodometer 18,5 top exterior walls of the 3rd water storage well are provided with first mouth of pipe, and the first mouth of pipe outer wall is connected with the second electric brake
Door 20, the first internal wall of pipe orifice are connected with the first branch pipe, and the first branch pipe is connected with the away from 20 side outer wall of the second electric gate valve
Two water storage wells 22,22 top inner wall of the second water storage well are fixed with the second floodometer 19,22 bottom of the second water storage well by screw
Portion's outer wall is provided with second mouth of pipe, and the second mouth of pipe outer wall is connected with the 3rd electric gate valve 21, and the second internal wall of pipe orifice is connected with second
Branch pipe, second pipe outer wall are connected with the first water storage well 1, between 22 opposite side outer wall of the first water storage well 1 and the second water storage well
It was connected with for the first communicating pipe 2, and was connected with for the second communicating pipe between 5 opposite side outer wall of the second water storage well 22 and the 3rd water storage well
3, the first valve 4, the 3rd water storage well 5 and dirt storing tube 10 opposite one have been connected through a screw thread at the second communicating pipe 3 outer wall central axes
Third connecting pipe 6 is connected between the outer wall of side, and the second valve 7 has been connected through a screw thread at 6 outer wall central axes of third connecting pipe.
In the utility model, the first floodometer 18 is connected with the input terminal of the second floodometer 19 by conducting wire
On the output terminal of water speed instrument 17, and the model LS300-A of water speed instrument 17, the first valve 4 and the second valve 7 are unidirectional stop
Water valve, and the first valve 4 is directed to 22 to the 3rd water storage well 5 of the second water storage well, the second valve 7 is directed to the 3rd water storage well
5 are connected on the input terminal of the second electric gate valve 20 by conducting wire to dirt storing tube 10, the output terminal of the first floodometer 18, and
Second electric gate valve 20 is AOX center line electric butterfly valves, and the output terminal of the second floodometer 19 is connected to the 3rd electricity by conducting wire
On the input terminal of dynamic gate 21, and the 3rd electric gate valve 21 is AOX center line electric butterfly valves, and the input terminal of motor 11 is connected with out
Close, and switch is connected with controller, controller model DATA-7311, the first water storage well 1 is provided with away from 13 side outer wall of bend pipe
Emergent water pipe hole, and emergent water pipe hole inner wall is connected with emergent water pipe, has been connected through a screw thread at emergent pipe outer wall central axes
Standby valve.
Operation principle：This structure is placed on flood inlet, flood enters from bend pipe 13, and motor 11 rotates, and prevents pipe
Block in vivo, flood filters when passing through oral siphon 10, opens the first electric gate valve 9, and dirt enters dirt storing tube 10, and current pass through water
During fast instrument 17, current are excessive, and the second electric gate valve 20 and the 3rd electric gate valve 21 are all opened, if current are normal, water flows into
Enter the 3rd water storage well 5, until water level reaches the height of the first floodometer 18, the second electrically operated valve 20 is opened, the second water storage well
22 and the 3rd water storage well 5 be sequentially communicated water storage, after flood discharge, can control valve, carry out flood recycling, it is excessive in flood
When, when three water storage wells all arrive at the peak level born, standby valve can be opened, introduces the water into low-lying punishment load water storage well
Pressure.
The above, is only the preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model discloses, according to this practicality
New technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (7)
1. a kind of interim flood discharge channel design of hydraulic engineering, including bend pipe（13）, it is characterised in that the bend pipe（13）Top
Portion's inner wall is connected with anti-network blocking（12）, and bend pipe（13）Bottom interior wall is welded with motor housing, and the motor housing bottom interior wall passes through
Screw is fixed with motor（11）, and motor（11）Output sleeve is connected to flabellum, the bend pipe（13）Away from anti-network blocking（12）One end
Outer wall is welded with oral siphon（16）, and oral siphon（16）Top exterior walls are provided with card slot, and card slot inner wall is connected with water speed instrument（17）, institute
State oral siphon（16）Top inner wall is close to bend pipe（13）Side is welded with overhead gage（14）, and oral siphon（16）Bottom interior wall is provided with
Through hole, through hole outer wall are welded with lower baffle plate（15）, the through-hole wall is connected with filter screen（8）, and via bottoms outer wall is clamped
There is dirt storing tube（10）, dirt storing tube（10）Top inner wall is connected with the first electric gate valve（9）, the oral siphon（16）Away from bend pipe
（13）Side outer wall is welded with the 3rd water storage well（5）, and the 3rd water storage well（5）Top inner wall is fixed with the first water level by screw
Measuring instrument（18）, the 3rd water storage well（5）Top exterior walls are provided with first mouth of pipe, and to be connected with second electronic for the first mouth of pipe outer wall
Gate（20）, first internal wall of pipe orifice is connected with the first branch pipe, and the first branch pipe is away from the second electric gate valve（20）Outside side
Wall is connected with the second water storage well（22）, the second water storage well（22）Top inner wall is fixed with the second floodometer by screw
（19）, the second water storage well（22）Bottom outer wall is provided with second mouth of pipe, and the second mouth of pipe outer wall is connected with the 3rd electric gate valve
（21）, the second internal wall of pipe orifice is connected with the second branch pipe, and second pipe outer wall is connected with the first water storage well（1）, first water storage
Well（1）With the second water storage well（22）It was connected with for the first communicating pipe between opposite side outer wall（2）, and the second water storage well（22）With
Three water storage wells（5）It was connected with for the second communicating pipe between opposite side outer wall（3）, the second communicating pipe（3）Outer wall passes through at central axes
It is threaded with the first valve（4）, the 3rd water storage well（5）And dirt storing tube（10）The 3rd is connected between opposite side outer wall
Communicating pipe（6）, and third connecting pipe（6）The second valve has been connected through a screw thread at outer wall central axes（7）.
2. the interim flood discharge channel design of a kind of hydraulic engineering according to claim 1, it is characterised in that described first
Floodometer（18）With the second floodometer（19）Input terminal water speed instrument is connected to by conducting wire（17）Output terminal
On, and water speed instrument（17）Model LS300-A.
3. the interim flood discharge channel design of a kind of hydraulic engineering according to claim 1, it is characterised in that described first
Valve（4）With the second valve（7）It is one-way water stop valve, and the first valve（4）Be directed to the second water storage well（22）To the 3rd
Water storage well（5）, the second valve（7）Be directed to the 3rd water storage well（5）To dirt storing tube（10）.
4. the interim flood discharge channel design of a kind of hydraulic engineering according to claim 1, it is characterised in that described first
Floodometer（18）Output terminal the second electric gate valve is connected to by conducting wire（20）Input terminal on, and the second electric gate valve
（20）For AOX center line electric butterfly valves.
5. the interim flood discharge channel design of a kind of hydraulic engineering according to claim 1, it is characterised in that described second
Floodometer（19）Output terminal the 3rd electric gate valve is connected to by conducting wire（21）Input terminal on, and the 3rd electric gate valve
（21）For AOX center line electric butterfly valves.
A kind of 6. interim flood discharge channel design of hydraulic engineering according to claim 1, it is characterised in that the motor
（11）Input terminal be connected with switch, and switch is connected with controller, controller model DATA-7311.
7. the interim flood discharge channel design of a kind of hydraulic engineering according to claim 1, it is characterised in that described first
Water storage well（1）Away from bend pipe（13）Side outer wall is provided with emergent water pipe hole, and emergent water pipe hole inner wall is connected with emergent water pipe, should
Standby valve has been connected through a screw thread at anxious pipe outer wall central axes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721150791.1U CN207228040U (en) | 2017-09-09 | 2017-09-09 | A kind of interim flood discharge channel design of hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721150791.1U CN207228040U (en) | 2017-09-09 | 2017-09-09 | A kind of interim flood discharge channel design of hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228040U true CN207228040U (en) | 2018-04-13 |
Family
ID=61861033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721150791.1U Expired - Fee Related CN207228040U (en) | 2017-09-09 | 2017-09-09 | A kind of interim flood discharge channel design of hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228040U (en) |
-
2017
- 2017-09-09 CN CN201721150791.1U patent/CN207228040U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 Termination date: 20180909 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |