CN204023521U - For the drain cavern structure of rotational flow silo - Google Patents
For the drain cavern structure of rotational flow silo Download PDFInfo
- Publication number
- CN204023521U CN204023521U CN201420265027.9U CN201420265027U CN204023521U CN 204023521 U CN204023521 U CN 204023521U CN 201420265027 U CN201420265027 U CN 201420265027U CN 204023521 U CN204023521 U CN 204023521U
- Authority
- CN
- China
- Prior art keywords
- rotational flow
- flow silo
- elevation
- drain cavern
- silo body
- 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 - Lifetime
Links
- 210000001364 upper extremity Anatomy 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 230000003628 erosive effect Effects 0.000 description 4
- 238000005273 aeration Methods 0.000 description 3
- 230000008030 elimination Effects 0.000 description 2
- 238000003379 elimination reaction Methods 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 238000005381 potential energy Methods 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000010349 pulsation Effects 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
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- Sewage (AREA)
Abstract
The utility model discloses a kind of drain cavern structure, especially disclose a kind of drain cavern structure for rotational flow silo, belong to Hydraulic and Hydro-Power Engineering Building Design building technology field.Provide a kind of and can eliminate in a large number the more dump energy that high-velocity flow carries, thus the drain cavern structure for rotational flow silo of protection rotational flow silo bottom.The horizontal cave of debouchure that described drain cavern structure comprises rotational flow silo body and is communicated with described rotational flow silo body, bottom at described rotational flow silo body is also provided with energy dissipator, and the elevation of described energy dissipator bottom surface is lower than the elevation of the base plate of the described horizontal cave of debouchure.
Description
Technical field
The utility model relates to a kind of drain cavern structure, especially relates to a kind of drain cavern structure for rotational flow silo, belongs to Hydraulic and Hydro-Power Engineering Building Design building technology field.
Background technology
Larger in the intake-outlet discrepancy in elevation, and intake-outlet close together, or there are other buildings to arrange in the drain cavern design of impact, high speed water in hole fail to be convened for lack of a quorum in hole and export structure and underwater bed and bank slope cause erosion damage, and affect the safety of Adjacent Buildings, therefore, be necessary to seek the effective measures of first energy dissipating in hole.Generally, be the method for relatively commonly using by building a hole inward eddy energy dissipating drilled shaft elimination part energy.This energy dissipating drilled shaft can only make lower sluicing stream be issued to the effect of preliminary energy dissipating along the rotation of the energy dissipating drilled shaft borehole wall, but the high-velocity flow that carries larger dump energy still can impact silo bottom, form bottom current disorder, rapid, easily vertical shaft base plate, vertical shaft hole crossing with bottom cave of debouchure section and delivery port etc. are caused to erosion damage.
Utility model content
Technical problem to be solved in the utility model is: provides a kind of and can eliminate in a large number the more dump energy that high-velocity flow carries, thus the drain cavern structure for rotational flow silo of protection rotational flow silo bottom.
For solving the problems of the technologies described above adopted technical scheme be: a kind of drain cavern structure for rotational flow silo, the horizontal cave of debouchure that comprises rotational flow silo body and be communicated with described rotational flow silo body, bottom at described rotational flow silo body is also provided with energy dissipator, and the elevation of described energy dissipator bottom surface is lower than the elevation of the base plate of the described horizontal cave of debouchure.
Further, described energy dissipator is made up of to the pit of downward-extension described rotational flow silo body, and the elevation of the bottom surface of described pit is lower than the elevation of the base plate of the described horizontal cave of debouchure.
Further, described rotational flow silo body is rounded in the projection of its cross section.
Further, the bottom surface of described pit is to recessed spheric.
Further, the tangent connection of sidewall of the upper limb of the bottom surface of the described pit of spheric and described rotational flow silo body.
The beneficial effects of the utility model are: because the bottom at described rotational flow silo body is also provided with energy dissipator, and make the elevation of bottom surface of described energy dissipator lower than the elevation of the base plate of described horizontal flood discharging tunnel.Like this, through described rotational flow silo body eddy flow and under current after preliminary energy dissipating, more further eliminate remaining potential energy by described energy dissipator, thereby realize the object of the more dump energy that a large amount of elimination high-velocity flows carries.The elevation setting of the bottom surface of described energy dissipator is come lower than the elevation of the base plate of the described horizontal cave of debouchure, it is the water yield for a storage part enters in advance in described energy dissipator, increase aeration concentrater to form water cushion, and then make the high-velocity flow of letting out under postorder spin current vertical shaft body in the time entering described energy dissipator, reach the effect that effectively supplements energy dissipating, alleviate the impact of rotary water current to vertical shaft base plate simultaneously.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model for the drain cavern structure of rotational flow silo;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1.
In figure, be labeled as: rotational flow silo body 1, the horizontal cave of debouchure 2, energy dissipator 3, spheric 4.
Detailed description of the invention
As shown in Figure 1, Figure 2 and shown in Fig. 3, be that a kind of that the utility model provides can eliminate the more dump energy that high-velocity flow carries in a large number, thus the drain cavern structure for rotational flow silo of protection rotational flow silo bottom.The horizontal cave of debouchure 2 that described drain cavern structure comprises rotational flow silo body 1 and is communicated with described rotational flow silo body 1, bottom at described rotational flow silo body 1 is also provided with energy dissipator 3, and the elevation of described energy dissipator 3 bottom surfaces is lower than the elevation of the base plate of the described horizontal cave of debouchure 2.Because the bottom at described rotational flow silo body 1 is also provided with energy dissipator 3, and make the elevation of described energy dissipator 3 bottom surfaces lower than the elevation of the base plate of the described horizontal cave of debouchure 2.Like this, through described rotational flow silo body 1 rotate and under current after preliminary energy dissipating, more further eliminate remaining potential energy by described energy dissipator 3, thereby realize a large amount of objects of eliminating the more dump energy that high-velocity flows carry.The elevation setting of the bottom surface of described energy dissipator 3 is come than the elevation of the base plate of the described horizontal cave of debouchure 2, it is the water yield for a storage part enters in advance in described energy dissipator 3, increase aeration concentrater to form water cushion, and then make the high-velocity flow that postorder spin current vertical shaft body is let out for 1 time in the time entering described energy dissipator 3, reach the effect that effectively supplements energy dissipating, alleviate the impact of rotary water current to vertical shaft base plate simultaneously.
In above-mentioned embodiment, in order to simplify the structure of described energy dissipator 3, convenient construction, is set to the pit to downward-extension by described rotational flow silo body 1 by described energy dissipator 3, and makes the elevation of bottom surface of described pit lower than the elevation of the base plate of the described horizontal cave of debouchure 2.Like this, just can make described energy dissipator 3 build in the lump in the time being built into described rotational flow silo body 1, reach convenient object of building.In conjunction with rotational flow silo body 1 described in the prior art in the rounded design feature of the projection of its cross section, in order to improve effect of energy dissipation, simultaneously protect again described energy dissipator 3 not to be rotated as much as possible and under high-velocity flow erosion damage, the bottom surface of described pit is set to recessed spheric 4 structures, and make the upper limb of bottom surface and tangent connection of sidewall of described rotational flow silo body 1 of the described pit of spheric 4, reach improve along the 1 wall rotation of rotational flow silo body and under flow condition, alleviate impact and the pulsation of current to energy dissipator 3 base plates, realize the sufficient aeration of water cushion, reach the effect of more fully supplementing energy dissipating.Meanwhile, the stress condition of circular arc base plate is good, and structure is survivable, can reduce current pit is cheated the erosion attack risk of the structure upstream faces such as wall, bottom cave of debouchure section and outlet, makes flow regime of impeller outflow more stable, effectively improves high-velocity flow energy dissipation rate in hole.
Claims (2)
1. the drain cavern structure for rotational flow silo, the horizontal cave of debouchure (2) that comprises rotational flow silo body (1) and be communicated with described rotational flow silo body (1), also be provided with energy dissipator (3) in the bottom of described rotational flow silo body (1), the elevation of described energy dissipator (3) bottom surface is lower than the elevation of the described horizontal cave of debouchure (2) base plate, it is characterized in that: described energy dissipator (3) is made up of to the pit of downward-extension described rotational flow silo body (1), the elevation of the bottom surface of described pit is lower than the elevation of the base plate of the described horizontal cave of debouchure (2), the bottom surface of described pit is to recessed spheric (4), the tangent connection of sidewall of the upper limb of the bottom surface of the described pit of spheric (4) and described rotational flow silo body (1).
2. the drain cavern structure for rotational flow silo according to claim 1, is characterized in that: described rotational flow silo body (1) is rounded in the projection of its cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420265027.9U CN204023521U (en) | 2014-05-22 | 2014-05-22 | For the drain cavern structure of rotational flow silo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420265027.9U CN204023521U (en) | 2014-05-22 | 2014-05-22 | For the drain cavern structure of rotational flow silo |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204023521U true CN204023521U (en) | 2014-12-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420265027.9U Expired - Lifetime CN204023521U (en) | 2014-05-22 | 2014-05-22 | For the drain cavern structure of rotational flow silo |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204023521U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369880A (en) * | 2015-10-15 | 2016-03-02 | 上海市政工程设计研究总院（集团）有限公司 | Direct drop type draining drop well |
| RU2609243C1 (en) * | 2016-01-11 | 2017-01-31 | Михаил Иванович Голубенко | Flow energy damper |
| CN107421874A (en) * | 2017-09-08 | 2017-12-01 | 湘潭大学 | A kind of horizontal seepage flow test device and its application method |
| CN110294227A (en) * | 2018-03-22 | 2019-10-01 | 中国石油化工股份有限公司 | A kind of application method of Water Tank equipped with multistage energy dissipator and the Water Tank |
| CN110805006A (en) * | 2019-11-23 | 2020-02-18 | 深圳市东深工程有限公司 | Reservoir spillway and flood discharge method |
-
2014
- 2014-05-22 CN CN201420265027.9U patent/CN204023521U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369880A (en) * | 2015-10-15 | 2016-03-02 | 上海市政工程设计研究总院（集团）有限公司 | Direct drop type draining drop well |
| CN105369880B (en) * | 2015-10-15 | 2017-06-27 | 上海市政工程设计研究总院（集团）有限公司 | A kind of vertical draining drop well |
| RU2609243C1 (en) * | 2016-01-11 | 2017-01-31 | Михаил Иванович Голубенко | Flow energy damper |
| CN107421874A (en) * | 2017-09-08 | 2017-12-01 | 湘潭大学 | A kind of horizontal seepage flow test device and its application method |
| CN107421874B (en) * | 2017-09-08 | 2023-10-10 | 湘潭大学 | Horizontal seepage test device and use method thereof |
| CN110294227A (en) * | 2018-03-22 | 2019-10-01 | 中国石油化工股份有限公司 | A kind of application method of Water Tank equipped with multistage energy dissipator and the Water Tank |
| CN110805006A (en) * | 2019-11-23 | 2020-02-18 | 深圳市东深工程有限公司 | Reservoir spillway and flood discharge method |
| CN110805006B (en) * | 2019-11-23 | 2021-04-13 | 深圳市东深工程有限公司 | Reservoir spillway and flood discharge method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141217 |