Falling stone along the railway and running signal classification and grading determination and identification method
A technology for judging, identifying and falling rocks, applied in measuring devices, instruments, measuring ultrasonic/sonic/infrasonic waves, etc., can solve the problems of limited and limited use of vibration information extraction
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Embodiment 1
[0072] Such as Figure 1 to Figure 9 As shown, the occurrence of rockfall is monitored at a rockfall-prone place along a certain railway with the method of the present invention.
[0073] Arrange vibration acceleration sensors at a potential rockfall location along the railway. The sensor is installed on the inner side of the rail or on the sleeper rail ( figure 1 , the five stars in the figure indicate the position of the sensor). The sensor collects and transmits the original signal to the operation center in real time, and the operation center obtains the original time-amplitude signal according to the figure 2 The technical solution shown in the process is implemented.
[0074] The following implementation manners demonstrate the data processing of a sensor as an example. The sensor has detected 3 rockfall events, numbered as rockfall 1#, 2#, 3# events ( image 3 ). Figure 4 It is the original signal, FFT spectrum and STFT spectrum diagram of the falling rock 1# ev...
Embodiment 2
[0105] Such as Figure 10 Shown, with the inventive method in a certain rockfall prone place along a certain railway, monitor the train traffic situation. The contents of step S1 to step S31 that are the same as those in the first embodiment in this embodiment will not be repeated. Data processing is recorded from step S32.
[0106] Step S32, signal identification
[0107] Calculate the frequency-energy signal from the frequency-amplitude signal obtained in step S31, and set the energy ratio threshold R E = 80%.
[0108] It is calculated that at time 4.2s, the energy of the vibration frequency range 0Hz to 500Hz = 2150, the energy value of all signals = 3000, and the energy ratio = 71.7% E , it is identified as a level II driving vibration signal, and the time scale value T is recorded 22 =4.2s, exit step S32 and enter step S4.
[0109] Step S4, Level III identification of vibration signal
[0110] Step S41, STFT transformation
[0111] Perform STFT transformation on th...
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Abstract
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