MachineryWatch
Mechanical
- Aug 29, 2002
- 114
I am working on a project to monitor the structural vibration of a hydro electric dam. Sensors are located on the dam and the penstocks which carry water to the turbines. The purpose is to identify changes in the structural response of the dam rather than condition monitoring of the machinery. Frequency of interest is <10 Hz, which includes the running speed of the turbines and several harmonics. The two main concerns are long term effect of "steady state" vibration AND transient movement (displacement) during gate opening, turbine and pump start-up, etc.
Accelerometers are "seismic response" 10 volt per g models. The data acquisition system has 1 level of hardware (analog) integration. A second level of integration is achieved digitally in the firmware for displaying spectral data. This works fine for the "steady state" conditions and has been checked with shakers on-site at each accelerometer and proves to be very accurate at several frequencies <10 Hz.
The desired low and high alarm levels for for the transient data is specified as 30 mils (pk-pk) and 72 mils (pk-pk), respectively. The alarms for steady state conditions are not a problem. These can be incorporated using a "spectral band" after the FFT is calculated because the movement is periodic. My problem is the transient displacement alarms. The transient movement is not periodic, therefore, the FFT is meaningless. The transient alarm must, therefore, be established in the waveform. Problem is, I'm stuck with a velocity waveform.
With regard to specific frequencies the specified 72 mils (pk-pk) alarm value represents a velocity level that varies from only 0.024 ips (pk) at 0.1 Hz all the way up to a whopping 2.4 ips (pk) at 10 Hz! Is there a valid way to come up with an equivalent velocity alarm for the transient since the movement is not periodic?
Skip Hartman
Accelerometers are "seismic response" 10 volt per g models. The data acquisition system has 1 level of hardware (analog) integration. A second level of integration is achieved digitally in the firmware for displaying spectral data. This works fine for the "steady state" conditions and has been checked with shakers on-site at each accelerometer and proves to be very accurate at several frequencies <10 Hz.
The desired low and high alarm levels for for the transient data is specified as 30 mils (pk-pk) and 72 mils (pk-pk), respectively. The alarms for steady state conditions are not a problem. These can be incorporated using a "spectral band" after the FFT is calculated because the movement is periodic. My problem is the transient displacement alarms. The transient movement is not periodic, therefore, the FFT is meaningless. The transient alarm must, therefore, be established in the waveform. Problem is, I'm stuck with a velocity waveform.
With regard to specific frequencies the specified 72 mils (pk-pk) alarm value represents a velocity level that varies from only 0.024 ips (pk) at 0.1 Hz all the way up to a whopping 2.4 ips (pk) at 10 Hz! Is there a valid way to come up with an equivalent velocity alarm for the transient since the movement is not periodic?
Skip Hartman