CN205679213U - A kind of wave run-up measurement apparatus - Google Patents
A kind of wave run-up measurement apparatus Download PDFInfo
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- CN205679213U CN205679213U CN201620581865.6U CN201620581865U CN205679213U CN 205679213 U CN205679213 U CN 205679213U CN 201620581865 U CN201620581865 U CN 201620581865U CN 205679213 U CN205679213 U CN 205679213U
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Abstract
本实用新型公开一种波浪爬高测量装置,包括波浪水槽、造波机、玻璃隔板、模拟海堤、浪高仪和计算机;所述波浪水槽为长条形槽体结构;造波机设在波浪水槽长度方向一端端头;模拟海堤设在波浪水槽长度方向中部,模拟海堤宽度为波浪水槽宽度一半,模拟海堤宽度方向一边与波浪水槽侧壁相接,另一边通过玻璃隔板隔开;浪高仪平行且紧贴设置在海堤表面,浪高仪下端置于海堤迎面斜坡的设计水位以下,所述计算机分别与造波机、浪高仪连接。本实用新型波浪爬高测量装置能够得到精度较高的爬高试验结果,在波序列作用在海堤上后即可得到对应的波浪爬高序列,后处理也较为方便,成本低且效率较高。
The utility model discloses a wave climbing height measuring device, which comprises a wave water tank, a wave maker, a glass partition, a simulated seawall, a wave height meter and a computer; the wave water tank is a strip-shaped tank structure; One end in the length direction of the wave tank; the simulated seawall is set in the middle of the length direction of the wave tank, the width of the simulated seawall is half the width of the wave tank, one side of the width direction of the simulated seawall is connected to the side wall of the wave tank, and the other side passes through the glass partition Separated; the wave height meter is parallel and closely attached to the surface of the seawall, the lower end of the wave height meter is placed below the design water level of the slope facing the seawall, and the computer is connected to the wave maker and the wave height meter respectively. The wave climb measurement device of the utility model can obtain high-precision climb test results, and the corresponding wave climb sequence can be obtained after the wave sequence acts on the seawall, and the post-processing is also relatively convenient, with low cost and high efficiency .
Description
技术领域technical field
本实用新型涉及一种波浪爬高测量装置,具体地说是涉及一种波浪断面试验中海堤波浪爬高测量装置。The utility model relates to a wave height measurement device, in particular to a seawall wave height measurement device in a wave section test.
背景技术Background technique
波浪由深水区向海岸传播时,水体沿海堤表面上爬高程与静水高程之差称为波浪爬高。波浪爬高对海岸的侵蚀、海堤安全等都有重要影响。为了更好地了解工程海堤波浪爬高情况,常常需要借助物理模型试验模拟。When the wave propagates from the deep water area to the coast, the difference between the elevation of the water body along the dike surface and the elevation of the still water is called the wave elevation. The height of waves has an important impact on the erosion of the coast and the safety of seawalls. In order to better understand the wave climbing of engineering seawalls, it is often necessary to use physical model test simulations.
现有的波浪爬高测量方法主要包括肉眼观测及视频测量。肉眼观测通过在波浪水槽玻璃外设置直尺或标签,在一个波序列的作用过程中用肉眼观察波浪爬高值并进行记录,这样费时费力且精度不高。视频测量通过摄像机拍摄一段波浪爬高图像序列,再对图像进行后处理得到爬高值,这种方法精度很好但成本较高,步骤也较为复杂。The existing wave height measurement methods mainly include naked eye observation and video measurement. Visual observation is by setting a ruler or a label outside the glass of the wave tank, and observing and recording the wave climb value with the naked eye during the action of a wave sequence, which is time-consuming and laborious and has low accuracy. Video measurement uses a camera to shoot a sequence of images of wave climb, and then post-processes the images to obtain the climb value. This method has good accuracy but high cost and complicated steps.
实用新型内容Utility model content
实用新型目的:为克服现有技术不足,本实用新型旨于提供一种波浪断面试验中海堤波浪爬高测量装置。Purpose of the utility model: In order to overcome the deficiencies of the prior art, the utility model aims to provide a device for measuring the seawall wave climb in the wave section test.
技术方案:为解决上述技术问题,本实用新型采用如下技术方案:Technical solution: In order to solve the above-mentioned technical problems, the utility model adopts the following technical solution:
一种波浪爬高测量装置,包括波浪水槽、造波机、玻璃隔板、模拟海堤、浪高仪和计算机;所述波浪水槽为长条形槽体结构;造波机设在波浪水槽长度方向一端端头;模拟海堤设在波浪水槽长度方向中部,模拟海堤宽度为波浪水槽宽度一半,模拟海堤宽度方向一边与波浪水槽侧壁相接,另一边通过玻璃隔板隔开;浪高仪平行且紧贴设置在海堤表面,浪高仪下端置于海堤迎面斜坡的设计水位以下,所述计算机分别与造波机、浪高仪连接。A wave height measuring device, comprising a wave tank, a wave maker, a glass partition, a simulated seawall, a wave height meter and a computer; the wave tank is a strip-shaped tank structure; One end of the direction; the simulated seawall is set in the middle of the length direction of the wave tank, the width of the simulated seawall is half the width of the wave tank, one side of the simulated seawall is connected to the side wall of the wave tank, and the other side is separated by a glass partition; The height meter is arranged parallel to and close to the surface of the seawall, the lower end of the wave height meter is placed below the design water level of the facing slope of the seawall, and the computer is respectively connected with the wave maker and the wave height meter.
上述海堤迎面为面向水面的一面。The above-mentioned seawall faces the side facing the water surface.
工作原理:本实用新型波浪爬高测量装置,根据浪高仪测波高原理,将其平行且紧贴置于海堤表面来测量波浪爬高;模拟海堤宽度为波浪水槽宽度一半,另一半水槽用于消除波浪的二次反射,中间用玻璃板隔开;试验开始前先在波浪水槽中加入不同水深的水,根据水面高程的变化对浪高仪进行率定。试验中计算机通过造波软件控制造波机在波浪水槽中产生对应工况的波序列,浪高仪即可记录下作用在海堤上的波浪爬高序列并保存至计算机。Working principle: The wave height measuring device of this utility model, according to the wave height measuring principle of the wave height meter, places it parallel and close to the surface of the seawall to measure the wave height; the width of the simulated seawall is half of the width of the wave tank, and the other half of the water tank It is used to eliminate the secondary reflection of the wave, and the middle is separated by a glass plate; before the test starts, water of different water depths is added to the wave tank, and the wave height meter is calibrated according to the change of the water surface elevation. In the test, the computer controls the wave machine to generate the wave sequence corresponding to the working condition in the wave tank through the wave-making software, and the wave height meter can record the wave climbing sequence acting on the seawall and save it to the computer.
所述波浪水槽另一端端头设有缓坡,缓坡坡面面向模拟海堤;能对模拟海堤后的波浪进行消浪。The other end of the wave tank is provided with a gentle slope, and the surface of the gentle slope faces the simulated seawall; it can dissipate waves behind the simulated seawall.
上述缓坡设在模拟海堤后方。The above-mentioned gentle slope is set behind the simulated seawall.
所述波浪水槽为玻璃波浪水槽;由于试验中海堤两端与波浪水槽两侧玻璃接触,玻璃的粘滞阻力等对海堤两端波浪场有重要影响,因此只需测量海堤宽度中间处爬高即可代表试验海堤断面的波浪爬高。The wave tank is a glass wave tank; since the two ends of the seawall are in contact with the glass on both sides of the wave tank in the test, the viscous resistance of the glass has an important influence on the wave field at both ends of the seawall, so only the middle part of the seawall width needs to be measured. The climb can represent the wave climb of the test seawall section.
本实用新型未提及的技术均为现有技术。The technologies not mentioned in the utility model are prior art.
有益效果:本实用新型波浪爬高测量装置能够得到精度较高的爬高试验结果,在波序列作用在海堤上后即可得到对应的波浪爬高序列,后处理也较为方便,成本低且效率较高。Beneficial effects: The utility model wave climbing height measurement device can obtain high-precision climbing test results, and the corresponding wave climbing sequence can be obtained after the wave sequence acts on the seawall, and the post-processing is also more convenient, with low cost and Higher efficiency.
附图说明Description of drawings
图1为本实用新型结构示意图;Fig. 1 is the structural representation of the utility model;
图2为图1的立体图;Figure 2 is a perspective view of Figure 1;
图中,1为波浪水槽、2为造波机、3为浪高仪、4为计算机、5为模拟海堤、6为缓坡、7为玻璃隔板。In the figure, 1 is a wave tank, 2 is a wave machine, 3 is a wave height meter, 4 is a computer, 5 is a simulated seawall, 6 is a gentle slope, and 7 is a glass partition.
具体实施方式detailed description
为了更好地理解本实用新型,下面结合实施例进一步阐明本实用新型的内容,但本实用新型的内容不仅仅局限于下面的实施例。In order to better understand the utility model, the content of the utility model is further explained below in conjunction with the examples, but the content of the utility model is not limited to the following examples.
实施例1Example 1
如图1-2所示,一种波浪爬高测量装置,包括波浪水槽1、造波机2、玻璃隔板7、模拟海堤5、浪高仪3和计算机4;所述波浪水槽1为长条形槽体结构;造波机2设在波浪水槽1长度方向一端端头;模拟海堤5设在波浪水槽1长度方向中部,模拟海堤5宽度为波浪水槽1宽度一半,模拟海堤5宽度方向一边与波浪水槽1侧壁相接,另一边通过玻璃隔板7隔开;浪高仪3平行且紧贴设置在海堤表面,浪高仪3下端置于海堤迎面斜坡的设计水位以下,所述计算机4分别与造波机2、浪高仪3连接;波浪水槽1另一端端头设有缓坡6,缓坡6坡面面向模拟海堤5;波浪水槽1为玻璃波浪水槽。As shown in Figure 1-2, a wave climbing height measurement device includes a wave tank 1, a wave maker 2, a glass partition 7, a simulated seawall 5, a wave height meter 3 and a computer 4; the wave tank 1 is The elongated tank structure; the wave maker 2 is set at one end of the wave tank 1 in the length direction; the simulated seawall 5 is set in the middle of the wave tank 1 in the length direction, and the width of the simulated seawall 5 is half of the width of the wave tank 1, and the simulated seawall 5 In the width direction, one side is connected to the side wall of the wave tank 1, and the other side is separated by a glass partition 7; the wave height meter 3 is arranged parallel to and closely attached to the surface of the seawall, and the lower end of the wave height meter 3 is placed on the facing slope of the seawall Below the water level, the computer 4 is connected to the wave maker 2 and the wave height meter 3 respectively; the other end of the wave tank 1 is provided with a gentle slope 6, and the slope of the gentle slope 6 faces the simulated seawall 5; the wave tank 1 is a glass wave tank.
上述波浪爬高测量装置的应用,包括以下步骤:The application of the above-mentioned wave climbing height measuring device comprises the following steps:
1)、波浪水槽1中加水至试验水深;1) Add water to the wave tank 1 to the test water depth;
2)、试验前,将浪高仪3平行且紧贴设置在海堤表面,浪高仪3下端置于水面以下;2) Before the test, set the wave height meter 3 parallel and close to the surface of the seawall, and place the lower end of the wave height meter 3 below the water surface;
3)、在试验水深处对浪高仪3进行定零;3), zeroing the wave height meter 3 at the test water depth;
4)、加水至不同水深,通过计算机4对浪高仪3上测得的波浪爬高值进行率定;4), add water to different water depths, and calibrate the wave climb value measured on the wave height meter 3 by computer 4;
5)、试验开始,计算机4中造波软件控制造波机2产生对应工况的波序列;5), the test starts, and the wave-making software in the computer 4 controls the wave-making machine 2 to generate a wave sequence corresponding to the working condition;
6)、浪高仪3记录下作用在海堤上的波浪爬高序列并保存至计算机4。6), the wave height meter 3 records the wave climbing sequence acting on the seawall and saves it to the computer 4 .
本实用新型波浪爬高测量装置,根据浪高仪3测波高原理,将其平行且紧贴置于海堤表面来测量波浪爬高;模拟海堤5宽度为波浪水槽1宽度一半,另一半水槽用于消除波浪的二次反射,中间用玻璃板隔开;试验开始前先在波浪水槽1中加入不同水深的水,根据水面高程的变化对浪高仪3进行率定。试验中计算机4通过造波软件控制造波机2在波浪水槽1中产生对应工况的波序列,浪高仪3即可记录下作用在海堤上的波浪爬高序列并保存至计算机4。The wave height measuring device of the utility model, according to the wave height measurement principle of the wave height meter 3, is placed parallel and close to the surface of the seawall to measure the wave height; the width of the simulated seawall 5 is half of the width of the wave tank 1, and the other half of the water tank It is used to eliminate the secondary reflection of the wave, and the middle is separated by a glass plate; before the test starts, water of different water depths is added to the wave tank 1, and the wave height meter 3 is calibrated according to the change of the water surface elevation. In the test, the computer 4 controls the wave maker 2 to generate a wave sequence corresponding to the working condition in the wave tank 1 through the wave-making software, and the wave height meter 3 can record the wave climbing sequence acting on the seawall and save it to the computer 4 .
本实用新型波浪爬高测量装置能够得到精度较高的爬高试验结果,在波序列作用在海堤上后即可得到对应的波浪爬高序列,后处理也较为方便,成本低且效率较高。The wave climb measurement device of the utility model can obtain high-precision climb test results, and the corresponding wave climb sequence can be obtained after the wave sequence acts on the seawall, and the post-processing is also relatively convenient, with low cost and high efficiency .
以上仅是本实用新型的优选实施方式,应当指出:对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以对各设施位置进行调整,这些调整也应视为本实用新型的保护范围。The above are only preferred embodiments of the present utility model. It should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present utility model, the positions of the facilities can also be adjusted. It is the protection scope of the utility model.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107326857A (en) * | 2017-05-18 | 2017-11-07 | 中山大学 | The wave absorption model and experimental system of multiple continuous slope climbing type wave absorption plates of variable-angle |
CN108180848A (en) * | 2017-12-15 | 2018-06-19 | 浙江海洋大学 | A kind of movable type wave run-up accurately measures device |
CN108750001A (en) * | 2018-06-22 | 2018-11-06 | 上海船舶运输科学研究所 | Wave Integrated Measurement System when ship's navigation |
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2016
- 2016-06-14 CN CN201620581865.6U patent/CN205679213U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107326857A (en) * | 2017-05-18 | 2017-11-07 | 中山大学 | The wave absorption model and experimental system of multiple continuous slope climbing type wave absorption plates of variable-angle |
CN108180848A (en) * | 2017-12-15 | 2018-06-19 | 浙江海洋大学 | A kind of movable type wave run-up accurately measures device |
CN108750001A (en) * | 2018-06-22 | 2018-11-06 | 上海船舶运输科学研究所 | Wave Integrated Measurement System when ship's navigation |
CN108750001B (en) * | 2018-06-22 | 2023-08-15 | 上海船舶运输科学研究所 | Comprehensive wave measurement system for ship navigation |
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