CN206157703U - Multistage orifice plate dissipation structure of lock water supply pipe - Google Patents
Multistage orifice plate dissipation structure of lock water supply pipe Download PDFInfo
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Abstract
本实用新型涉及一种船闸供水管道多级孔板消能结构,它包括供水管道,所述供水管道内部安装有上部垫层段,所述上部垫层段的下端设置有多级孔板段,所述多级孔板段的下端设置有出水口段,所述出水口段的下端设置有下部垫层段,所述上部垫层段、多级孔板段、出水口段和下部垫层段的长度比为16:4:5:3。应用于高水头供水管道消能领域,提高了消能效率,优化了水流形态。
The utility model relates to a multi-stage orifice plate energy dissipation structure of a ship lock water supply pipeline, which includes a water supply pipeline, an upper cushion section is installed inside the water supply pipeline, and a multi-stage orifice section is arranged at the lower end of the upper cushion section. The lower end of the multi-stage orifice section is provided with a water outlet section, the lower end of the water outlet section is provided with a lower cushion section, the upper cushion section, the multi-stage orifice section, the water outlet section and the lower cushion section The length ratio is 16:4:5:3. Applied in the field of energy dissipation of high water head water supply pipelines, the efficiency of energy dissipation is improved and the form of water flow is optimized.
Description
技术领域technical field
本实用新型涉及一种船闸供水管道多级孔板消能结构,属于水利水电工程消能领域。The utility model relates to a multi-stage orifice plate energy dissipation structure of a ship lock water supply pipeline, which belongs to the energy dissipation field of water conservancy and hydropower projects.
背景技术Background technique
为了提高船闸高水头供水管道的消能效率,在实际工作中,设计者们通常会选择在水流的进口部位、中间部位或者出口部位通过一定的措施来提高消能率。传统解决一定高度水头船闸输水系统的消能方法,一般结合水利工程泄洪隧道的几类消能方式,提出针对了高水头船闸输水系统的消能方法。大致分为漩涡式内消能工、竖井式内消能工、突扩突缩式内消能工以及组合式内消能工等。In order to improve the energy dissipation efficiency of the high head water supply pipeline of the ship lock, in actual work, designers usually choose certain measures to increase the energy dissipation rate at the inlet, middle or outlet of the water flow. The traditional energy dissipation method for solving the water delivery system of a ship lock with a certain height is generally combined with several types of energy dissipation methods for flood discharge tunnels in hydraulic projects, and proposes an energy dissipation method for the water delivery system of a high head ship lock. It can be roughly divided into vortex type internal energy dissipation, shaft type internal energy dissipation, sudden expansion and contraction internal energy dissipation, and combined internal energy dissipation.
1.漩涡式内消能工和竖井式内消能工,由于消能的需要而掺入了大量的空气,不仅影响了流管的过流能力,而且在流管内形成了复杂的水气二相流,若不加以妥善解决,则会恶化闸室水流条件,对停泊船闸造成安全隐患。1. The vortex type internal energy dissipator and the vertical shaft type internal energy dissipator incorporate a large amount of air due to the need for energy dissipation, which not only affects the flow capacity of the flow tube, but also forms a complex water vapor secondary in the flow tube. Phase flow, if not properly resolved, will deteriorate the water flow conditions in the lock chamber and cause safety hazards to the berthing lock.
2.对于突扩突缩式内消能工虽可较好解决下泄水流速度和停泊闸室安全问题,但其自身空化问题严重,影响输水系统的使用年限甚至安全。2. Although the sudden expansion and contraction internal energy dissipation device can better solve the problems of the discharge water flow rate and the safety of the berthing lock chamber, its own cavitation problem is serious, which affects the service life and even the safety of the water delivery system.
3.组合式内消能工是内消能工组合类型,关于它的研究正处于起步阶段,有很多问题需要去完善和总结。3. The combined internal energy dissipator is a combination type of internal energy dissipator. The research on it is in its infancy, and there are many problems to be perfected and summarized.
这4种方法中前三种是目前船闸高水头供水管道主要采用的消能方式,各有优缺点。因此,本实用新型提出了一种船闸供水管道多级孔板消能结构,克服了传统船闸输水系统消能方式的单一性和局限性,改进了现有船闸高水头供水管道消能形式的不足,大大提高了消能效率,优化了水流流态,从而消除了闸室底部结构的冲刷破坏和闸室内水面大幅度波动导致的闸门振动。Among these four methods, the first three are the energy dissipation methods mainly adopted by the high-head water supply pipelines of ship locks, and each has its own advantages and disadvantages. Therefore, the utility model proposes a multi-stage orifice plate energy dissipation structure of the ship lock water supply pipeline, which overcomes the singleness and limitation of the energy dissipation mode of the traditional ship lock water delivery system, and improves the energy dissipation form of the existing ship lock high head water supply pipeline. Insufficient, the energy dissipation efficiency is greatly improved, and the flow state of the water flow is optimized, thereby eliminating the erosion damage of the structure at the bottom of the lock chamber and the vibration of the gate caused by the large fluctuation of the water surface in the lock chamber.
实用新型内容Utility model content
本实用新型的目是提供一种船闸供水管道多级孔板消能结构,应用于高水头供水管道消能领域,提高了消能效率,优化了水流形态。The purpose of the utility model is to provide a multi-stage orifice plate energy dissipation structure of a ship lock water supply pipeline, which is applied to the energy dissipation field of a high water head water supply pipeline, improves the energy dissipation efficiency, and optimizes the water flow form.
为了解决上述技术问题,本实用新型提出以下技术方案:一种船闸供水管道多级孔板消能结构,它包括供水管道,所述供水管道内部安装有上部垫层段,所述上部垫层段的下端设置有多级孔板段,所述多级孔板段的下端设置有出水口段,所述出水口段的下端设置有下部垫层段,所述上部垫层段、多级孔板段、出水口段和下部垫层段的长度比为16:4:5:3。In order to solve the above technical problems, the utility model proposes the following technical solutions: a ship lock water supply pipeline multi-stage orifice plate energy dissipation structure, which includes a water supply pipeline, an upper cushion section is installed inside the water supply pipeline, and the upper cushion section The lower end of the multi-stage orifice section is provided with a water outlet section, the lower end of the water outlet section is provided with a lower cushion section, the upper cushion section, the multi-stage orifice plate The length ratio of the section, outlet section and lower cushion section is 16:4:5:3.
所述多级孔板段是由三块厚度一致的消能孔板组成,第一块消能孔板的开孔数目和开口率与第二块消能孔板和第三块消能孔板不同;所述第二块消能孔板和第三块消能孔板的开孔数目和开口率相同,其孔位分布错位布置;三块消能孔板之间的间距取水流恢复长度的3~4.5倍。The multi-level orifice section is composed of three energy-dissipating orifice plates with the same thickness. The number and opening ratio of the first energy-dissipating orifice plate are the same Different; the opening number and opening ratio of the second energy dissipation orifice and the third energy dissipation orifice are the same, and the hole position distribution is misplaced; the distance between the three energy dissipation orifices is equal to the water flow recovery length 3 to 4.5 times.
所述出水口段距离第三块消能孔板两个水流恢复长度处安装与管内水平面成40度倾角的鸭舌板,鸭舌板长度与宽度比为5:3,且长度与消能孔板直径相同,厚度为消能孔板的一半。A duck tongue plate with an inclination angle of 40 degrees to the horizontal plane inside the pipe is installed at two water flow recovery lengths from the third energy dissipation orifice on the water outlet section. The plates have the same diameter and half the thickness of the energy-dissipating orifice plate.
所述多级消能孔板和鸭舌板都采用同样的钢板材料。The same steel plate material is used for the multi-stage energy dissipation orifice plate and the duck tongue plate.
所述下部垫层段直接伸入到闸室水中。The lower cushion section directly extends into the lock chamber water.
所述供水管道安装时,垫平整,供水管道外包裹有数条橡皮圈。When the water supply pipeline is installed, the cushion is flat, and several rubber rings are wrapped outside the water supply pipeline.
本实用新型有如下有益效果:The utility model has the following beneficial effects:
利用通过孔板孔口的水流突缩突扩产生强烈的紊动,来消杀巨大的水流动能,消杀的大部分动能转化为热能随水流而走;采用多级孔板消能,可使水流多次突缩突扩而增加消能效果,在一定范围内能解决落差大、下冲流速快的水流;通过在出水口段设置的鸭舌板能使水流集中的汇入水垫层区,能解决注水流分散使各级孔口下游突扩后的水流紊动得到一定的缓解,水流摆动得到适当的控制;而底部水垫层段伸入闸室水体内部,消除了输水初始阶段可造成闸室底部结构的冲刷破坏和后期阶段可能引起闸室水面大幅度波动而导致闸门振动问题;与传统的消能方式相比,增加消能效果的同时,没有减少闸室的过流能力。The strong turbulence generated by the sudden contraction and expansion of the water flow through the orifice plate orifice is used to kill the huge water flow energy, and most of the kinetic energy of the kill is converted into heat energy and goes away with the water flow; the multi-stage orifice plate energy dissipation can be used. Make the water flow shrink and expand several times to increase the energy dissipation effect, and within a certain range, it can solve the water flow with large drop and fast downflow velocity; the water flow can be concentrated into the water cushion through the duck tongue plate set at the water outlet section area, which can solve the dispersion of water injection flow, so that the water flow turbulence after the sudden expansion downstream of the orifices at all levels can be alleviated to a certain extent, and the water flow swing can be properly controlled; while the bottom water cushion section extends into the water body of the sluice chamber, eliminating the initial water flow. In the first stage, the scouring damage of the bottom structure of the lock chamber may be caused, and in the later stage, the water surface of the lock chamber may fluctuate greatly, resulting in the vibration of the gate; compared with the traditional energy dissipation method, while increasing the energy dissipation effect, the overcurrent of the lock chamber is not reduced ability.
附图说明Description of drawings
下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1是本实用新型的主剖视图。Fig. 1 is the main sectional view of the utility model.
图2是本实用新型第一块消能孔板的主视图。Fig. 2 is a front view of the first energy-dissipating orifice plate of the present invention.
图3是本实用新型图2中第一块消能孔板的A-A截面图。Fig. 3 is an A-A sectional view of the first energy dissipation orifice in Fig. 2 of the present invention.
图4是本实用新型第二块消能孔板的主视图。Fig. 4 is a front view of the second energy-dissipating orifice plate of the present invention.
图5是本实用新型图2中第二块消能孔板的B-B截面图。Fig. 5 is a B-B sectional view of the second energy-dissipating orifice plate in Fig. 2 of the present utility model.
图中:上部垫层段1、多级孔板段2、出水口段3、下部垫层段4、鸭舌板5、第一块消能孔板201、第二块消能孔板202、第三块消能孔板203。In the figure: upper cushion section 1, multi-stage orifice plate section 2, water outlet section 3, lower cushion section 4, duck tongue plate 5, first energy dissipation orifice plate 201, second energy dissipation orifice plate 202, The third energy-dissipating orifice plate 203 .
具体实施方式detailed description
下面结合附图对本实用新型的实施方式做进一步的说明。Embodiments of the present utility model will be further described below in conjunction with the accompanying drawings.
实施例1:Example 1:
如图1-5,一种船闸供水管道多级孔板消能结构,它包括供水管道,所述供水管道内部安装有上部垫层段1,所述上部垫层段1的下端设置有多级孔板段2,所述多级孔板段2的下端设置有出水口段3,所述出水口段3的下端设置有下部垫层段4,所述上部垫层段1、多级孔板段2、出水口段3和下部垫层段4的长度比为16:4:5:3。As shown in Figure 1-5, a multi-stage orifice plate energy dissipation structure for a ship lock water supply pipeline, which includes a water supply pipeline, an upper cushion section 1 is installed inside the water supply pipeline, and the lower end of the upper cushion section 1 is provided with multiple stages The orifice section 2, the lower end of the multi-stage orifice section 2 is provided with a water outlet section 3, the lower end of the water outlet section 3 is provided with a lower cushion section 4, the upper cushion section 1, the multi-stage orifice plate The length ratio of section 2, water outlet section 3 and lower cushion section 4 is 16:4:5:3.
进一步的,所述多级孔板段2是由三块厚度一致的消能孔板组成,第一块消能孔板201的开孔数目和开口率与第二块消能孔板202和第三块消能孔板203不同;所述第二块消能孔板202和第三块消能孔板203的开孔数目和开口率相同,其孔位分布错位布置;三块消能孔板之间的间距取水流恢复长度的3~4.5倍。Further, the multi-level orifice section 2 is composed of three energy-dissipating orifice plates with the same thickness. The number and opening ratio of the first energy-dissipating orifice plate 201 are the same as those of the second energy-dissipating orifice plate 202 and the second energy-dissipating orifice plate 201. The three energy-dissipating orifice plates 203 are different; the number of openings and opening ratio of the second energy-dissipating orifice plate 202 and the third energy-dissipating orifice plate 203 are the same, and the hole position distribution is misplaced; the three energy-dissipating orifice plates The distance between them is 3 to 4.5 times of the recovery length of the water flow.
进一步的,所述出水口段3距离第三块消能孔板203两个水流恢复长度处安装与管内水平面成40度倾角的鸭舌板5,鸭舌板5长度与宽度比为5:3,且长度与消能孔板直径相同,厚度为消能孔板的一半。Further, the water outlet section 3 is installed at two water flow restoration lengths from the third energy dissipation orifice 203 with a duck tongue plate 5 at an angle of 40 degrees to the horizontal plane inside the pipe, and the length and width ratio of the duck tongue plate 5 is 5:3 , and the length is the same as the diameter of the energy dissipation orifice, and the thickness is half of the energy dissipation orifice.
进一步的,所述多级消能孔板和鸭舌板5都采用同样的钢板材料。Further, the same steel plate material is used for the multi-stage energy dissipation orifice plate and the canard plate 5 .
进一步的,所述下部垫层段4直接伸入到闸室水中。Further, the lower cushion section 4 directly extends into the water in the sluice chamber.
进一步的,所述供水管道安装时,垫平整,供水管道外包裹有数条橡皮圈。Further, when the water supply pipeline is installed, the cushion is flat, and several rubber rings are wrapped around the water supply pipeline.
实施例2:Example 2:
一种船闸采用多级孔板消能的供水管道,包括上部垫层段、多级孔板段、出水口段以及下部垫层段,上部垫层段、多级孔板段、出水口段以及下部垫层段的长度比为16:4:5:3;各孔板之间的间距取水流恢复长度的3倍,孔板厚度根据水头高度和水流流速共同确定,孔板直径1000mm;鸭舌板长度与宽度比为5:3,且长度与消能孔板直径相同,厚度为消能孔板的一半;消能孔板与鸭舌板采用冷轧钢板。A water supply pipeline using multi-stage orifice plates for energy dissipation in a ship lock, comprising an upper cushion section, a multi-stage orifice plate section, a water outlet section and a lower cushion section, an upper cushion section, a multi-stage orifice plate section, a water outlet section and The length ratio of the lower cushion section is 16:4:5:3; the distance between the orifice plates is three times the water flow recovery length, the thickness of the orifice plate is determined according to the height of the water head and the flow rate of the water flow, and the diameter of the orifice plate is 1000mm; the duck tongue The ratio of plate length to width is 5:3, and the length is the same as the diameter of the energy dissipation orifice plate, and the thickness is half of the energy dissipation orifice plate; the energy dissipation orifice plate and the duck tongue plate are made of cold-rolled steel plates.
实施例3:Example 3:
一种船闸采用多级孔板消能的供水管道,包括上部垫层段、多级孔板段、出水口段以及下部垫层段,上部垫层段、多级孔板段、出水口段以及下部垫层段的长度比为16:4:5:3;各孔板之间的间距取水流恢复长度的3.5倍,孔板厚度30mm,孔板厚度根据水头高度和水流流速共同确定,孔板直径1200mm;鸭舌板长度与宽度比为5:3,且长度与消能孔板直径相同,厚度为消能孔板的一半;消能孔板与鸭舌板采用镀铝锌钢板。A water supply pipeline using multi-stage orifice plates for energy dissipation in a ship lock, comprising an upper cushion section, a multi-stage orifice plate section, a water outlet section and a lower cushion section, an upper cushion section, a multi-stage orifice plate section, a water outlet section and The length ratio of the lower cushion section is 16:4:5:3; the distance between the orifice plates is 3.5 times the recovery length of the water flow, and the thickness of the orifice plate is 30mm. The diameter is 1200mm; the length and width ratio of the duck tongue plate is 5:3, and the length is the same as the diameter of the energy dissipation orifice plate, and the thickness is half of the energy dissipation orifice plate; the energy dissipation orifice plate and the duck tongue plate are made of galvanized steel plate.
实施例4:Example 4:
一种船闸采用多级孔板消能的供水管道,包括上部垫层段、多级孔板段、出水口段以及下部垫层段,上部垫层段、多级孔板段、出水口段以及下部垫层段的长度比为16:4:5:3;各孔板之间的间距取水流恢复长度4倍,孔板厚度根据水头高度和水流流速共同确定,孔板直径1300mm;鸭舌板长度与宽度比为5:3,且长度与消能孔板直径相同,厚度为消能孔板的一半;消能孔板与鸭舌板采用镇静钢板。A water supply pipeline using multi-stage orifice plates for energy dissipation in a ship lock, comprising an upper cushion section, a multi-stage orifice plate section, a water outlet section and a lower cushion section, an upper cushion section, a multi-stage orifice plate section, a water outlet section and The length ratio of the lower cushion section is 16:4:5:3; the distance between the orifice plates is 4 times the water flow recovery length, the thickness of the orifice plate is determined according to the water head height and the water flow velocity, and the diameter of the orifice plate is 1300mm; The ratio of length to width is 5:3, and the length is the same as the diameter of the energy dissipation orifice, and the thickness is half of the energy dissipation orifice; the energy dissipation orifice and the duck tongue plate are made of killed steel plates.
实施例5:Example 5:
一种船闸采用多级孔板消能的供水管道,包括上部垫层段、多级孔板段、出水口段以及下部垫层段,上部垫层段、多级孔板段、出水口段以及下部垫层段的长度比为16:4:5:3;各孔板之间的间距取水流恢复长度的4.5倍,孔板厚度根据水头高度和水流流速共同确定,孔板直径1500mm;鸭舌板长度与宽度比为5:3,且长度与消能孔板直径相同,厚度为消能孔板的一半;消能孔板与鸭舌板采用优质碳素钢板。A water supply pipeline using multi-stage orifice plates for energy dissipation in a ship lock, comprising an upper cushion section, a multi-stage orifice plate section, a water outlet section and a lower cushion section, an upper cushion section, a multi-stage orifice plate section, a water outlet section and The length ratio of the lower cushion section is 16:4:5:3; the distance between the orifice plates is 4.5 times the recovery length of the water flow, the thickness of the orifice plate is determined according to the height of the water head and the flow rate of the water flow, and the diameter of the orifice plate is 1500mm; the duck tongue The ratio of plate length to width is 5:3, and the length is the same as the diameter of the energy dissipation orifice, and the thickness is half of the energy dissipation orifice; the energy dissipation orifice and the duck tongue plate are made of high-quality carbon steel plates.
通过上述的说明内容,本领域技术人员完全可以在不偏离本项实用新型技术思想的范围内,进行多样的变更以及修改都在本实用新型的保护范围之内。本实用新型的未尽事宜,属于本领域技术人员的公知常识。Through the above description, those skilled in the art can make various changes and modifications without departing from the technical idea of the utility model, all of which are within the protection scope of the utility model. Unfinished matters of the utility model belong to the common knowledge of those skilled in the art.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111088786A (en) * | 2019-12-20 | 2020-05-01 | 重庆交通大学 | A double-layer staggered-hole energy-dissipating cabin for ship locks |
| CN111121854A (en) * | 2019-12-31 | 2020-05-08 | 南昌工程学院 | Device and method for measuring energy dissipation rate of deflector energy dissipators |
| CN113585396A (en) * | 2021-09-10 | 2021-11-02 | 濮阳市水利勘测设计院 | Hydraulic engineering is with going out pond pump station structure |
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2016
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111088786A (en) * | 2019-12-20 | 2020-05-01 | 重庆交通大学 | A double-layer staggered-hole energy-dissipating cabin for ship locks |
| CN111088786B (en) * | 2019-12-20 | 2021-07-27 | 重庆交通大学 | A double-layer staggered-hole energy-dissipating cabin for ship locks |
| CN111121854A (en) * | 2019-12-31 | 2020-05-08 | 南昌工程学院 | Device and method for measuring energy dissipation rate of deflector energy dissipators |
| CN113585396A (en) * | 2021-09-10 | 2021-11-02 | 濮阳市水利勘测设计院 | Hydraulic engineering is with going out pond pump station structure |
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Granted publication date: 20170510 Termination date: 20171110 |