Underwater soil body settlement monitoring system and monitoring method
A settlement monitoring and soil technology, applied in height/level measurement, measuring device, surveying and mapping and navigation, etc., can solve problems such as difficulty in meeting tunnel construction control requirements, inability to timely feedback construction work surfaces, and difficulty for construction personnel to correct deviations.
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Embodiment 1
[0024] figure 1 It is a schematic diagram of an underwater soil settlement monitoring system provided in Embodiment 1 of the present invention. This embodiment is applicable to the real-time acquisition of the trend of the soil below the water bottom in the construction of trenchless tunnels. The underwater soil settlement monitoring system includes: a measuring instrument 1, a target target 2, a rear-view target 3, and a host computer 4 and supporting structures5.
[0025] Measuring instrument 1 is communicated with host computer 4, and is used to send a first light signal to target target 2, receive the first reflected light signal reflected by target target 2, send a second light signal to rear-view target 3, receive The second reflected light signal reflected by the rear-view target 3 sends the current data information to the upper computer 4 according to the received first reflected light signal and the second reflected light signal.
[0026] The upper computer 4 is use...
Embodiment 2
[0032] figure 2 It is a schematic diagram of an underwater soil subsidence monitoring system provided in Embodiment 2 of the present invention. The technical solution of this embodiment is further refined on the basis of the above-mentioned technical solution. The underwater soil settlement monitoring system includes: a measuring instrument 1 , a target target 2 , a backsight target 3 , a host computer 4 and a support structure 5 . Wherein, the surveying instrument 1 is an automated total station 14 , the target target 2 is a reflecting prism 15 , the backsight target 3 is a backsight prism 16 , and the supporting structure 5 is a steel pipe 17 .
[0033] The automated total station 14 communicates with the upper computer 4, and is used to send the first light signal to the reflective prism 15, receive the first reflected light signal reflected by the reflective prism 15, send the second light signal to the rear-view prism 16, and receive the rear-view light signal. The seco...
Embodiment 3
[0041] image 3 It is a flow chart of a method for monitoring underwater soil subsidence provided by Embodiment 3 of the present invention. This embodiment can be applied to the construction of trenchless tunnels to obtain real-time changes in the trend of soil below the water bottom. This method can be implemented by the above-mentioned technology The underwater soil subsidence monitoring system in the scheme is implemented, which specifically includes the following steps:
[0042] Step 110, when the preset monitoring time is reached, the host computer 4 controls the measuring instrument 1 to start measuring the position information of the monitoring point.
[0043] Wherein, the preset monitoring time is set in advance by the host computer 4 before the measuring instrument 1 starts to measure the monitoring point information;
[0044] The monitoring time may be periodic, and the specific period may be determined according to the number of points to be monitored. For example...
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