Meteorologic correction model in slope deformation monitoring
A technology for calibrating models and meteorology, applied in measuring devices, instruments, using wave/particle radiation, etc., can solve problems such as complex data processing and large data volume
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Embodiment 1
[0057] According to the actual situation of the Nuozhadu Hydropower Station, a total of 10 angular reflectors were installed on the slope after field investigation, and they were evenly distributed on the slope; In the shed, the monitoring frequency is 24-hour real-time monitoring, and the one-time sampling time is 6 minutes; at the same time, precision instruments are used to monitor the temperature, pressure and humidity meteorological parameters, and the schematic diagram of the invented data acquisition device is as follows Figure 6 As shown, the present embodiment adopts the real-time monitoring data from 4:30 to 6:00 pm on August 14, 2014, from 3:30 to 5:00 pm on August 20, and from 4:00 pm to 6:00 pm on August 27, 2014.
[0058] Such as figure 1 As shown, the meteorological correction model in slope deformation monitoring, its steps include the following:
[0059] Step 1. First, according to the temperature, relative humidity and air pressure monitored in real time, ...
Embodiment 2
[0081] The meteorological correction model in slope deformation monitoring, its steps include the following:
[0082] Step 1. First, according to the temperature, relative humidity and air pressure monitored in real time, the refractive index change value is calculated by using the microwave refractive index calculation formula of the Eisen-Froom empirical formula recommended by the International Union of Geodesy and Geophysics;
[0083] Step 2. Perform calibration, focusing, interference and differential processing on the radar monitoring data, and combine the geometric position of the corner reflector, estimated signal-to-noise ratio, thermal signal-to-noise ratio and correlation information to obtain the influence of the weather on the corner reflector points at different times The additional displacement caused by;
[0084] Step 3. According to the calculated refractive index change value obtained in step 1, the azimuth coordinate value and the distance coordinate value of...
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