CN208533490U - A kind of automatic pollution discharge diversion system - Google Patents
A kind of automatic pollution discharge diversion system Download PDFInfo
- Publication number
- CN208533490U CN208533490U CN201821148992.2U CN201821148992U CN208533490U CN 208533490 U CN208533490 U CN 208533490U CN 201821148992 U CN201821148992 U CN 201821148992U CN 208533490 U CN208533490 U CN 208533490U
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- China
- Prior art keywords
- active well
- water inlet
- inlet end
- water
- water outlet
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model discloses a kind of automatic pollution discharge diversion systems, including inlet channel, water inlet end active well, seepage tunnel, water outlet active well and exhalent canal, entrance auxiliary block is provided in water inlet end active well, the top surface of the entrance auxiliary block is cascaded surface, the high-end water inlet with water inlet end active well of the cascaded surface is connected to, and low side is connected to the water outlet of water inlet end active well；Outlet auxiliary block is provided in the water outlet active well, the top surface of the outlet auxiliary block is inclined-plane, and the low side on the inclined-plane is connected to the water inlet of water outlet active well, and the high-end water outlet with water outlet active well is connected to.Deposition of the dirt in active well in water has been reduced or avoided in the diversion system of the structure, reduces dredging and maintenance cost, extends the service life of diversion works and improve and draw drainage efficiency and effect.
Description
Technical field
The utility model relates to draw technical field of drainage, and in particular to a kind of automatic pollution discharge diversion system.
Background technique
With China's traffic great development, the arrival in big prosperity epoch, diversion, water delivery engineering are also increasing.By diversion tunnel
Road, which connects to carry out draining to have become with active well, commonly draws water discharge method in engineering, but (hereinafter referred to as floating material and silt
Dirt) more water source ejectment if dredging cannot be carried out to active well in time often will cause the blocking of active well.Active well is stifled
Plug not only can to drawing drainage efficiency and effect brings serious influence, but also improve in diversion works to the dredging of active well and
Maintenance cost, meanwhile, reduce the service life of diversion works.
Utility model content
In view of this, the purpose of the utility model is to provide a kind of automatic pollution discharge diversion systems, produced in well using water flow
The flow velocity of raw turbulent flow and different zones takes dirt in water outside well out of, so that it is heavy in active well that dirt in water is reduced or avoided
Product, to reduce dredging to active well and maintenance cost, to extend the service life of diversion works and drainage efficiency is drawn in raising
And effect.
The utility model is solved the above problems by following technological means: a kind of automatic pollution discharge diversion system, including water inlet
Ditch, water inlet end active well, seepage tunnel, water outlet active well and exhalent canal, the water inlet and inlet channel of water inlet end active well connect
Logical, the water outlet of water inlet end active well is connected to by seepage tunnel with the water inlet of water outlet active well, water outlet active well
Water outlet is connected to exhalent canal；Entrance auxiliary block is provided in water inlet end active well, the top surface of the entrance auxiliary block is ladder
The high-end water inlet with water inlet end active well in face, the cascaded surface is connected to, and low side is connected to the water outlet of water inlet end active well；
Outlet auxiliary block is provided in the water outlet active well, the top surface of the outlet auxiliary block is inclined-plane, the low side on the inclined-plane
It is connected to the water inlet of water outlet active well, the high-end water outlet with water outlet active well is connected to.
Further, distance of the inner sidewall of the water inlet of water inlet end active well away from water inlet end active well outer wall is water inlet end work
Make the 1/4-1/3 of well width, the upper roof of the water inlet of water inlet end active well away from the distance of roof on water inlet end active well be into
The 1/9-1/8 of water end (W.E.) active well height.
Further, cascaded surface includes the first turning point, the second turning point, third turning point and the 4th turning point to low side from high-end, the
One turning point is on the water inlet inner bottom wall wall surface and water inlet end active well left inner side wall wall surface intersection of water inlet end active well；Second turn
Distance F of the point away from water inlet end active well left inner side wall is the 5/8 of water inlet end active well inner bottom wall width D 1, the height away from the first turning point
Spend the 1/5-1/4 that G is water inlet end active well inner sidewall height H1；Distance E of the third turning point away from water inlet end active well right inner side wall
It is on the inside of water inlet end active well away from seepage tunnel inner bottom wall height I1 for the 1/6-1/5 of water inlet end active well inner bottom wall width D 1
The 1/25-1/24 of wall height H1；4th turning point is on water inlet end active well right inner side wall wall surface, and height is located at third turning point
In same level.
Further, inclined-plane includes the 6th turning point of high-end the 5th turning point and low side, and the 5th turning point is in water outlet active well
Water outlet inner bottom wall wall surface and water outlet active well right inner side wall wall surface intersection on；6th turning point is left inside in water outlet active well
On side wall, and the 1/25-1/24 for being water outlet active well inner sidewall height H2 away from seepage tunnel inner bottom wall height I2.
Further, entrance auxiliary block and outlet auxiliary block are made of antiscour or water-tight concrete.
The utility model has the beneficial effects that the automatic pollution discharge diversion system of the application, including the work of inlet channel, water inlet end
Well, seepage tunnel, water outlet active well and exhalent canal, the water inlet of water inlet end active well are connected to inlet channel, water inlet end work
The water outlet of well is connected to by seepage tunnel with the water inlet of water outlet active well, the water outlet and exhalent canal of water outlet active well
Connection；Entrance auxiliary block is provided in water inlet end active well, the top surface of the entrance auxiliary block is cascaded surface, the cascaded surface
The high-end water inlet with water inlet end active well is connected to, and low side is connected to the water outlet of water inlet end active well；The water outlet work
Outlet auxiliary block is provided in well, the top surface of the outlet auxiliary block is inclined-plane, the low side and water outlet active well on the inclined-plane
Water inlet connection, the high-end water outlet with water outlet active well is connected to.The diversion system of the structure passes through in active well one
Positioning installs the auxiliary block of certain shapes, generates the flow velocitys of turbulent flow and different zones in well using water flow for dirt band in water
Out outside well, so that deposition of the dirt in active well in water be reduced or avoided, the dredging to active well and maintenance expense are reduced
With, extend the service life of diversion works and improve and draw drainage efficiency and effect.
Detailed description of the invention
The utility model is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
The utility model is described in detail below with reference to attached drawing, as shown in Figure 1: a kind of automatic pollution discharge diversion system
System, including inlet channel 1, water inlet end active well 2, seepage tunnel 3, water outlet active well 4 and exhalent canal 5.Water inlet end active well
Distance of the inner sidewall of water inlet away from water inlet end active well outer wall is the 1/4-1/3 of water inlet end active well width, water inlet end work
Distance of the upper roof of the water inlet of well away from roof on water inlet end active well is the 1/9-1/8 of water inlet end active well height.Water inlet
The water inlet of end active well is connected to inlet channel, and the water outlet of water inlet end active well passes through seepage tunnel and water outlet active well
Water inlet connection, the water outlet of water outlet active well are connected to exhalent canal.Entrance auxiliary block 6 is provided in water inlet end active well,
The top surface of the entrance auxiliary block is cascaded surface 7, and the high-end water inlet with water inlet end active well of the cascaded surface is connected to, low side
Be connected to the water outlet of water inlet end active well, cascaded surface from it is high-end to low side include the first turning point, the second turning point, third turning point and
4th turning point, the first turning point are handed in the water inlet inner bottom wall wall surface and water inlet end active well left inner side wall wall surface of water inlet end active well
On line；Distance F of second turning point away from water inlet end active well left inner side wall is the 5/8 of water inlet end active well inner bottom wall width D 1, away from
The height G of first turning point is the 1/5-1/4 of water inlet end active well inner sidewall height H1；Third turning point is away from the water inlet end active well right side
The distance E of side wall is the 1/6-1/5 of water inlet end active well inner bottom wall width D 1, is water inlet end away from seepage tunnel inner bottom wall height I1
The 1/25-1/24 of active well inner sidewall height H1；4th turning point is on water inlet end active well right inner side wall wall surface, and height and the
Three turning points are located in same level.Outlet auxiliary block 8, the top of the outlet auxiliary block are provided in the water outlet active well
Face is inclined-plane 9, and the low side on the inclined-plane is connected to the water inlet of water outlet active well, the high-end water outlet with water outlet active well
Connection, inclined-plane includes the 6th turning point of high-end the 5th turning point and low side, and the 5th turning point is in the water outlet of water outlet active well
On bottom wall wall surface and water outlet active well right inner side wall wall surface intersection；6th turning point in the active well left inner side wall of water outlet, and
The 1/25-1/24 for being water outlet active well inner sidewall height H2 away from seepage tunnel inner bottom wall height I2.Entrance auxiliary block and outlet
Auxiliary block is made of antiscour or water-tight concrete.
The diversion system of the structure, when diversion, water flow flows into water inlet end active well from inlet channel, then flows into through water-drawing channel
Water outlet active well is finally discharged from exhalent canal.By respectively in the certain position of water inlet end active well and water outlet active well
The entrance auxiliary block and outlet auxiliary block of certain shapes are set, may make the water flow in active well that the position decline of turbulent flow occurs,
And taken away dirt in its water using the quick flow behavior of this turbulent flow, so that its bottom hole location is not occurred hydrostatic region.In addition,
Built active well can be carried out plus block is transformed, the cement concrete auxiliary block for setting certain shapes is added in active well, from
And it is automatically drained out dirt in water according to same principle.
In conclusion the diversion system of the structure, by active well certain position the auxiliary block of certain shapes is set,
Turbulent flow is generated in well using water flow and the flow velocity of different zones takes dirt in water outside well out of, to be reduced or avoided in water
Deposition of the dirt in active well, the service life for reducing dredging and maintenance cost to active well, extending diversion works
And it improves and draws drainage efficiency and effect.
Finally, it is stated that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng
The utility model is described in detail according to preferred embodiment, those skilled in the art should understand that, it can be to this
The technical solution of utility model is modified or replaced equivalently, without departing from the objective and model of technical solutions of the utility model
It encloses, should all cover in the scope of the claims of the utility model.
Claims (5)
1. a kind of automatic pollution discharge diversion system, it is characterised in that: including inlet channel, water inlet end active well, seepage tunnel, water outlet
The water inlet of active well and exhalent canal, water inlet end active well is connected to inlet channel, and the water outlet of water inlet end active well passes through diversion
Tunnel is connected to the water inlet of water outlet active well, and the water outlet of water outlet active well is connected to exhalent canal；Water inlet end active well
It is inside provided with entrance auxiliary block, the top surface of the entrance auxiliary block is cascaded surface, and the high-end and water inlet end of the cascaded surface works
The water inlet of well is connected to, and low side is connected to the water outlet of water inlet end active well；It is auxiliary that outlet is provided in the water outlet active well
Block is helped, the top surface of the outlet auxiliary block is inclined-plane, and the low side on the inclined-plane is connected to the water inlet of water outlet active well, high-end
It is connected to the water outlet of water outlet active well.
2. automatic pollution discharge diversion system according to claim 1, it is characterised in that: the water inlet of water inlet end active well it is interior
Distance of the side wall away from water inlet end active well outer wall is the 1/4-1/3 of water inlet end active well width, the water inlet of water inlet end active well
Distance of the upper roof away from roof on water inlet end active well be water inlet end active well height 1/9-1/8.
3. automatic pollution discharge diversion system according to claim 2, it is characterised in that: cascaded surface from it is high-end to low side include the
One turning point, the second turning point, third turning point and the 4th turning point, the first turning point water inlet end active well water inlet inner bottom wall wall surface with
On water inlet end active well left inner side wall wall surface intersection；Distance F of second turning point away from water inlet end active well left inner side wall is water inlet end
The 5/8 of active well inner bottom wall width D 1, the height G away from the first turning point are the 1/5-1/4 of water inlet end active well inner sidewall height H1；
Distance E of the third turning point away from water inlet end active well right inner side wall is the 1/6-1/5 of water inlet end active well inner bottom wall width D 1, away from drawing
Water tunnel inner bottom wall height I1 is the 1/25-1/24 of water inlet end active well inner sidewall height H1；4th turning point works in water inlet end
On well right inner side wall wall surface, and height is located in same level with third turning point.
4. automatic pollution discharge diversion system according to claim 3, it is characterised in that: inclined-plane include high-end the 5th turning point and
6th turning point of low side, water outlet inner bottom wall wall surface and water outlet active well right inner side wall of the 5th turning point in water outlet active well
On wall surface intersection；6th turning point is water outlet in the active well left inner side wall of water outlet, and away from seepage tunnel inner bottom wall height I2
The 1/25-1/24 of active well inner sidewall height H2.
5. automatic pollution discharge diversion system according to any one of claims 1-4, it is characterised in that: entrance auxiliary block and go out
Mouth auxiliary block is made of antiscour or water-tight concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821148992.2U CN208533490U (en) | 2018-07-19 | 2018-07-19 | A kind of automatic pollution discharge diversion system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821148992.2U CN208533490U (en) | 2018-07-19 | 2018-07-19 | A kind of automatic pollution discharge diversion system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208533490U true CN208533490U (en) | 2019-02-22 |
Family
ID=65385347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821148992.2U Expired - Fee Related CN208533490U (en) | 2018-07-19 | 2018-07-19 | A kind of automatic pollution discharge diversion system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208533490U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643141A (en) * | 2018-07-19 | 2018-10-12 | 长沙理工大学 | A kind of automatic pollution discharge diversion system |
-
2018
- 2018-07-19 CN CN201821148992.2U patent/CN208533490U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643141A (en) * | 2018-07-19 | 2018-10-12 | 长沙理工大学 | A kind of automatic pollution discharge diversion system |
| CN108643141B (en) * | 2018-07-19 | 2023-06-23 | 长沙理工大学 | Automatic blowdown diversion system |
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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: 20190222 Termination date: 20210719 |
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| CF01 | Termination of patent right due to non-payment of annual fee |