Real-time monitoring system and method for deep displacement of landslide based on sound source localization

A real-time monitoring system and deep displacement technology, applied in the direction of measuring devices, using ultrasonic/sonic/infrasonic waves, instruments, etc., can solve the problems of complex installation and construction technology, damage, and high cost of acquisition devices, and achieve good information transmission and power supply , strong adaptability and convenient construction

Active Publication Date: 2021-03-09
CHINA THREE GORGES UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] 1. It is difficult to monitor the large displacement in the adjacent sliding stage of the landslide: the inclinometer monitoring method inclinometer cannot enter the large deformation measurement borehole; the deformation capacity of the cable is limited, and the large deformation stage may have been damaged;
[0006] 2. It is impossible to collect data in severe weather (thunder, rainstorm, flooding, freezing, etc.), and there are personal safety and equipment safety problems at this time;
[0007] 3. The installation and construction process of the collection device is relatively complicated;
[0008] 4. The acquisition cost is high and the cost is large
[0009] Therefore, the monitoring of the whole process of landslide sliding cannot be realized, especially the stage of sliding, and the monitoring and early warning task at this stage is particularly important, and high reliability, real-time uninterrupted, low power consumption, and low-cost acquisition cannot be realized

Method used

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  • Real-time monitoring system and method for deep displacement of landslide based on sound source localization
  • Real-time monitoring system and method for deep displacement of landslide based on sound source localization
  • Real-time monitoring system and method for deep displacement of landslide based on sound source localization

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Embodiment 1

[0043] see Figure 1-3 , a landslide deep displacement real-time monitoring system based on sound source location, which includes an ultrasonic generating device for generating ultrasonic waves, the ultrasonic generating device is matched with an ultrasonic receiving device for receiving and detecting ultrasonic signals, and the ultrasonic receiving device passes through The data transmission module is connected with the data processing module; the ultrasonic receiving device is arranged under the surface of a relatively stable area; the ultrasonic generating device is arranged under the surface of a landslide-prone area to be monitored. By adopting the above-mentioned monitoring system, the normal acquisition of the whole process of landslide sliding can be realized, and the deep displacement trend of the landslide is accurately calculated at the stage of the landslide, which has guiding significance for the prediction of the sliding direction and sliding time of the landslide...

Embodiment 2

[0054] The monitoring method of any one of the landslide deep displacement real-time monitoring system based on sound source localization is characterized in that it comprises the following steps:

[0055] Step 1: install the ultrasonic receiving device, to the required monitoring landslide body 15, drill down on the surface of its relatively stable area to form the monitoring pile hole 9, and the monitoring pile hole 9 is drilled to the bedrock 1-2m below the sliding zone;

[0056] Step 2: Vertically install the steel pipe 8 with the ultrasonic sensor 5 in the center of the monitoring pile hole 9. In order to fully fix the position of the steel pipe so that it does not change position with the sliding of the landslide body, pour a concrete layer 7 in the bedrock part of the pile hole; wait for the concrete to solidify Backfill the rock and soil in the pile hole;

[0057] Step 3: Install the solar panel 2 on the upper end of the steel pipe 8, connect the ultrasonic sensor 5 to...

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Abstract

The present invention provides a landslide deep displacement real-time monitoring system and method based on sound source location, which includes an ultrasonic generating device for generating ultrasonic waves, and the ultrasonic generating device is matched with an ultrasonic receiving device for receiving and detecting ultrasonic signals. The ultrasonic receiving device is connected to the data processing module through the data transmission module; the ultrasonic receiving device is arranged below the surface of a relatively stable area; the ultrasonic generating device is arranged below the surface of the landslide-prone area to be monitored. The device can realize the normal acquisition of the whole process of landslide sliding, accurately calculate the deep displacement change trend of the landslide in the stage of imminent sliding, and has guiding significance for the prediction of the sliding direction and sliding time of the landslide.

Description

technical field [0001] The invention relates to a real-time monitoring system and method for deep displacement of landslides based on sound source positioning, in particular to a recyclable real-time monitoring system that can meet the large deformation monitoring requirements at monitoring points. Background technique [0002] Landslides are one of the major geological disasters worldwide, often causing casualties, road burial, and house damage, seriously threatening the safety of life and property. Monitoring and early warning, as one of the important measures to mitigate the risk of geological disasters, is getting more and more attention. The occurrence, development and evolution of landslides is accompanied by changes in a large number of macroscopically measurable physical information, such as surface displacement, deep displacement, surface inclination, rock and soil mass pressure, and acoustic emission. Among the many measurable physical quantities, the surface disp...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01B17/04G01B17/00
CPCG01B17/00G01B17/04
Inventor 徐港薛传荣高德军吕俊达
Owner CHINA THREE GORGES UNIV
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