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Dam displacement monitoring method

A technology for displacement monitoring and dams, which is applied in the directions of measuring devices, surveying and navigation, height/horizontal measurement, etc. It can solve the problems of inconvenient traffic and living environment, inconvenient inspection or sending special personnel to monitor, and low observation efficiency, etc. question

Pending Publication Date: 2021-08-10
大坝感知(宁波)物联网科技有限公司
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Problems solved by technology

[0003] Dams are often built in remote mountainous areas, and the transportation and living environment are extremely inconvenient. It is not very convenient to manually inspect continuously or send special personnel to monitor, and there are the following disadvantages: currently, the dam settlement is measured in the deformation monitoring of the reservoir dam, It still mainly relies on manual measurement. The most widely used geometric leveling method for vertical displacement monitoring is periodic leveling by manual leveling. Although the measurement accuracy is high, there are heavy workload, low observation efficiency and long observation period. , greatly affected by the external environment, unable to realize many inconveniences such as automation

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Embodiment Construction

[0022] For a better understanding of the application, various aspects of the application will be described in more detail with reference to the accompanying drawings. It should be understood that these detailed descriptions are descriptions of exemplary embodiments of the application only, and are not intended to limit the scope of the application in any way. Throughout the specification, the same reference numerals refer to the same elements.

[0023] In the drawings, the thickness, size and shape of objects have been slightly exaggerated for convenience of illustration. The drawings are merely examples and are not strictly drawn to scale.

[0024] It should also be understood that the terms "comprising", "comprising", "having", "comprising", "comprising", when used in this specification, mean that there are described features, integers, steps, operations, elements and / or or components, but does not exclude the presence or addition of one or more other features, integers, s...

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Abstract

The invention discloses a dam displacement monitoring method, which is characterized in that laser emitted by a laser emission module is irradiated on a coding target screen, an imaging module acquires an image on the coding target screen and transmits the image to a data processing unit, and the data processing unit receives the image, reads the code of the position of the laser on the image, carries out data analysis on the code, identifies to obtain the coordinate data of the position of the laser, and judges whether the dam has a displacement phenomenon according to the coordinate data. According to the invention, the settlement of the dam body can be automatically and accurately measured, and the method is small in manual operation workload, high in measurement speed, high in efficiency and small in external environment.

Description

technical field [0001] The invention relates to the technical field of dam safety in water conservancy and hydropower projects, and more precisely relates to a dam displacement monitoring method. Background technique [0002] Under the complex geological environment, the interaction mechanism between the dam and the foundation geological body is very complicated, and the overall stability of the foundation geological system of the dam is affected by many factors and different failure modes. The overall stability of the dam has always been the focus of attention in water conservancy and hydropower projects. It is related to the safety of people's lives and property and the construction of the national economy. The dam building is developing discontinuous structural planes such as weak interlayers, cracks, faults and other intercut dam foundation rocks. When there is an unfavorable combination of weak structural surfaces, its stability will be controlled by the weak structural...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01B11/02G01C5/00
CPCG01B11/02G01C5/00
Inventor 吕朝晖刘武斌叶建华
Owner 大坝感知(宁波)物联网科技有限公司
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