Remote tower monitoring system
A tower monitoring system for monitoring a remote tower for structural evaluation and analysis. The tower monitoring system includes a sensor unit that takes tower data readings that include displacement readings. The sensor unit provides the tower data readings to a ground control unit near the tower. A remote server is in communication with the ground control unit and includes a secondary source of data, such as historical data of the tower, current data or historic data from nearby towers, and nearby weather and geological data. The monitoring system implements a modal analysis to determine contributions to the displacement readings and alarms an operator if the modal readings indicate structural stress beyond a predetermined threshold. Data is saved and can be used in a trend analysis to review any changes in the tower displacement readings over a period of time.
1. A tower monitoring system, comprising:
a sensor unit for attachment to a tower and having at least one displacement sensor to obtain displacement readings reference to principle axes of a structure;
a remote server in communication with the sensor unit for receiving and saving the displacement readings; and
a processor configured to review the displacement readings and perform a modal analysis that separates mean displacement from the displacement readings due to at least one mode of oscillation of the tower.
2. The tower monitoring system of claim 1 , wherein the processor converts the displacement readings into the at least one mode as a frequency representation.
3. The tower monitoring system of claim 2 , wherein the at least one mode includes a first mode and a second mode, the first mode including the natural frequency.
4. The tower monitoring system of claim 3 , wherein the second mode includes one of lateral displacement, twist rotations, and sway rotations.
5. The tower monitoring system of claim 3 , further including a third mode different than the first mode and the second mode.
6. The tower monitoring system of claim 3 , wherein the processor is further configured to perform a trend analysis of the first mode and generate an alarm upon a change in the natural frequency.
7. The tower monitoring system of claim 2 , wherein the remote server includes predetermined threshold values and the processor is further configured to compare the at least one mode to the predetermined threshold values and generate an alarm if the predetermined threshold value is exceeded.
8. The tower monitoring system of claim 2 , wherein the remote server includes historical data related to previously performed modal analysis that the processor compares to the at least one mode.
9. The tower monitoring system of claim 2 , wherein the processor is further configured to perform a trend analysis of the at least one mode over a period of time generate an alarm upon a frequency change of the at least one modes over time in response to similar stresses.
10. The tower monitoring system of claim 1 , including a ground control unit (GCU) in electrical communication with the sensor unit for wirelessly transmitting the displacement readings to the remote server.
11. The tower monitoring system of claim 10 , wherein the GCU includes an external power source for providing electricity to the sensor unit and further includes a back-up battery circuit for use upon failure of the external power source.
12. The tower monitoring system of claim 1 , wherein the processor is further configured to determine the static properties and dynamic properties of the tower that include at least one of stiffness, natural frequency, and dampening.
13. The tower monitoring system of claim 12 , wherein the processor accounts for environmental conditions.
14. The tower monitoring system of claim 1 , including an inclinometer to detect permanent deformation of the tower.
15. The tower monitoring system of claim 1 , wherein the processor is located at a remote computer that receives data from the remote server.
16. The tower monitoring system of claim 1 , wherein the processor is further configured to perform a trend analysis of the displacement readings over a period of time and alert a tower operator upon a magnitude of displacement that progressively increases in response to similar stresses.
17. The tower monitoring system of claim 1 , wherein the remote server includes mode profiles related to at least one of vortex shedding, buffeting, and permanent deformations.
18. The tower monitoring system of claim 17 , wherein the processor is further configured to compare the at least one modes with the mode profiles.
19. The tower monitoring system of claim 1 , wherein the displacement sensor includes a accelerometer, gyroscope, and magnetometer.
20. The tower monitoring system of claim 1 , wherein the processor is further configured to correlate environmental factors and predetermined thresholds of displacement associated with the environmental factors, wherein an alarm is generated when the displacement exceeds the predetermined threshold.