CN204225067U - A kind of hydropower station tail water turn-off cavity - Google Patents
A kind of hydropower station tail water turn-off cavity Download PDFInfo
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- CN204225067U CN204225067U CN201420689961.3U CN201420689961U CN204225067U CN 204225067 U CN204225067 U CN 204225067U CN 201420689961 U CN201420689961 U CN 201420689961U CN 204225067 U CN204225067 U CN 204225067U
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- tail water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 56
- 230000007704 transition Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 7
- 238000010248 power generation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
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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
Description
技术领域technical field
本实用新型涉及一种水电站尾水岔洞结构,属于水利水电工程技术领域。The utility model relates to a tailwater fork hole structure of a hydropower station, which belongs to the technical field of water conservancy and hydropower engineering.
背景技术Background technique
水利水电工程中,由于大型地下式水电站引用流量大,规模大,基本采用“多台机组一室一洞”布置方式,在厂房后设置尾水调压室,在调压室内,几条支洞交汇至一条主洞,这样的结构水头损失较大,水流紊乱,且结构体型复杂,具有造价高,设计、施工难度大,影响发电量等缺点。In water conservancy and hydropower projects, due to the large-scale underground hydropower station with large reference flow and large scale, the layout method of "multiple units, one room and one hole" is basically adopted. A tailwater surge chamber is set behind the plant. In the surge chamber, several branch holes Converging to a main cave, such a structure has a large head loss, turbulent water flow, and a complex structure, which has disadvantages such as high cost, difficult design and construction, and affects power generation.
实用新型内容Utility model content
本实用新型所要解决的技术问题是:提供一种结构简单、水流条件好、水头损失小的水电站尾水岔洞结构。The technical problem to be solved by the utility model is to provide a tailwater bifurcation structure of a hydropower station with simple structure, good water flow conditions and small water head loss.
为解决上述技术问题本实用新型所采用的技术方案是:一种水电站尾水岔洞结构,包括尾水主洞、至少2个尾水支洞,尾水支洞从同一侧的尾水主洞侧部连通尾水主洞,且尾水支洞均沿尾水主洞出水方向倾斜设置。In order to solve the above-mentioned technical problems, the technical solution adopted by the utility model is: a tailwater branch tunnel structure of a hydropower station, including a tailwater main tunnel and at least two tailwater branch tunnels, and the tailwater branch tunnels are connected from the tailwater main tunnel on the same side. The side part is connected to the tailwater main tunnel, and the tailwater branch tunnels are arranged obliquely along the outlet direction of the tailwater main tunnel.
进一步的是:沿尾水主洞出水方向设置的第一个尾水支洞的两侧壁分别与尾水主洞两侧壁相连接。Further, the two side walls of the first tailwater branch tunnel arranged along the outlet direction of the tailwater main tunnel are respectively connected with the two side walls of the tailwater main tunnel.
进一步的是:尾水支洞和尾水主洞连接部均为圆弧过渡。Further, the connecting parts of the tailwater branch tunnel and the tailwater main tunnel are arc transitions.
进一步的是:尾水支洞相互平行,且连接于尾水主洞同一平直段。Further, the tailwater branch tunnels are parallel to each other and connected to the same straight section of the tailwater main tunnel.
进一步的是:尾水支洞断面、尾水主洞断面均为圆拱直墙底部圆角城门洞型。Further, the sections of the tailwater branch tunnel and the tailwater main tunnel are both in the shape of a city gate with rounded corners at the bottom of the round arched straight wall.
进一步的是:尾水支洞在与尾水主洞连接部的高度大于或等于尾水支洞本体高度。Further, the height of the tailwater branch tunnel at the connection part with the tailwater main tunnel is greater than or equal to the height of the tailwater branch tunnel body.
进一步的是:尾水主洞在与尾水支洞连接部的直径,随着尾水支洞数量增加逐渐增大,尾水主洞高度不低于尾水支洞高度。Further, the diameter of the tailwater main tunnel at the junction with the tailwater branch tunnel gradually increases with the increase in the number of tailwater branch tunnels, and the height of the tailwater main tunnel is not lower than the height of the tailwater branch tunnel.
本实用新型的有益效果是:水流条件好、水头损失小,有利于增加机组发电效益,另外,结构简单可靠,易于施工。The beneficial effects of the utility model are: the water flow condition is good, the water head loss is small, and it is beneficial to increase the power generation benefit of the unit; in addition, the structure is simple and reliable, and the construction is easy.
附图说明Description of drawings
图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2是图1的A-A视图;Fig. 2 is the A-A view of Fig. 1;
图3是图1的B-B视图;Fig. 3 is the B-B view of Fig. 1;
图4是图1的C-C视图;Fig. 4 is the C-C view of Fig. 1;
图5是图1的D-D视图;Fig. 5 is the D-D view of Fig. 1;
图6是图1的E-E视图;Fig. 6 is the E-E view of Fig. 1;
图中标记:1-尾水主洞、2-尾水支洞。Marks in the picture: 1-Tailwater main cave, 2-Tailwater branch cave.
具体实施方式Detailed ways
下面结合附图对本实用新型作进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.
如图1所示,本实用新型包括尾水主洞1、至少2个尾水支洞2,尾水支洞2从同一侧的尾水主洞1侧部连通尾水主洞1,且尾水支洞2均沿尾水主洞1出水方向倾斜设置。As shown in Figure 1, the utility model includes a tailwater main hole 1 and at least two tailwater branch holes 2, the tailwater branch holes 2 are connected to the tailwater main hole 1 from the side of the tailwater main hole 1 on the same side, and the tailwater The water branch holes 2 are arranged obliquely along the outlet direction of the tail water main hole 1 .
本实用新型水流条件好、水头损失小,有利于增加机组发电效益,另外,结构简单,易于施工。The utility model has good water flow conditions and small water head loss, which is beneficial to increase the power generation efficiency of the unit. In addition, the utility model has a simple structure and is easy to construct.
优选地,沿尾水主洞1出水方向设置的第一个尾水支洞2的两侧壁分别与尾水主洞1两侧壁相连接,有利于减小尾水主洞1端部的水头损失。Preferably, the two side walls of the first tailwater branch tunnel 2 arranged along the outlet direction of the tailwater main tunnel 1 are respectively connected with the two side walls of the tailwater main tunnel 1, which is beneficial to reduce the friction at the end of the tailwater main tunnel 1. head loss.
优选地,尾水支洞2和尾水主洞1连接部均为圆弧过渡,有利于减小连接部的水头损失。Preferably, the connecting part of the tailwater branch tunnel 2 and the tailwater main tunnel 1 is a circular arc transition, which is beneficial to reduce the head loss at the connecting part.
优选地,尾水支洞2相互平行,且连接于尾水主洞1同一平直段,有利于减小连接部的水头损失。Preferably, the tailwater branch tunnels 2 are parallel to each other and connected to the same straight section of the tailwater main tunnel 1, which is beneficial to reduce the head loss at the connection part.
优选地,如图2~图6所示,尾水支洞2断面、尾水主洞1断面均为圆拱直墙底部圆角城门洞型,结构简单,易于施工。Preferably, as shown in Figures 2 to 6, the cross-sections of the tailwater branch tunnel 2 and the tailwater main tunnel 1 are all in the shape of a gate with rounded corners at the bottom of the round arched straight wall, which has a simple structure and is easy to construct.
优选地,如图2、图3所示,尾水支洞2在与尾水主洞1连接部的高度大于或等于尾水支洞2本体高度,有利于减小连接部的水头损失。Preferably, as shown in Figure 2 and Figure 3, the height of the tailwater branch tunnel 2 at the connection part with the tailwater main tunnel 1 is greater than or equal to the body height of the tailwater branch tunnel 2, which is beneficial to reduce the head loss at the connection part.
优选地,如图2~图6所示,尾水主洞1在与尾水支洞2连接部的直径,随着尾水支洞2数量增加逐渐增大,尾水主洞1高度不低于尾水支洞2高度,使得尾水主洞1规格尺寸可以更好的符合水流条件,使水流均匀过渡。Preferably, as shown in Figures 2 to 6, the diameter of the tailwater main tunnel 1 at the connection with the tailwater branch tunnel 2 gradually increases as the number of tailwater branch tunnels 2 increases, and the height of the tailwater main tunnel 1 is not low At the height of the tailwater branch tunnel 2, the specification and size of the tailwater main tunnel 1 can better meet the water flow conditions, so that the water flow can evenly transition.
Claims (7)
Priority Applications (1)
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CN201420689961.3U CN204225067U (en) | 2014-11-17 | 2014-11-17 | A kind of hydropower station tail water turn-off cavity |
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CN201420689961.3U CN204225067U (en) | 2014-11-17 | 2014-11-17 | A kind of hydropower station tail water turn-off cavity |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107338773A (en) * | 2017-08-30 | 2017-11-10 | 中国电建集团成都勘测设计研究院有限公司 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
CN109296382A (en) * | 2018-08-30 | 2019-02-01 | 中国水利水电第十四工程局有限公司 | A kind of flat four fork excavation supporting method of oblique of large-span underground chamber |
-
2014
- 2014-11-17 CN CN201420689961.3U patent/CN204225067U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107338773A (en) * | 2017-08-30 | 2017-11-10 | 中国电建集团成都勘测设计研究院有限公司 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
CN109296382A (en) * | 2018-08-30 | 2019-02-01 | 中国水利水电第十四工程局有限公司 | A kind of flat four fork excavation supporting method of oblique of large-span underground chamber |
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Granted publication date: 20150325 |