Systems and methods for detecting overhead line motion

Patent metadata

Field	Value
Publication number	US-9488670-B2
Application number	US-201414553449-A
Country	US
Kind code	B2
Filing date	Nov 25, 2014
Priority date	Nov 13, 2012
Publication date	Nov 8, 2016
Grant date	Nov 8, 2016

Abstract

A system for monitoring motion of an overhead line includes a monitoring device. The monitoring device includes an accelerometer and a processing circuit. The processing circuit is configured to accept data from the accelerometer corresponding to line movement, analyze the data to determine displacement data corresponding to a displacement of the overhead line, accept data corresponding to a location of at least one external object proximate to the overhead line, and analyze the displacement data to determine a clearance from the at least one external object.

First claim

What is claimed is:

1. A method of monitoring line motion, comprising:
receiving data from an accelerometer corresponding to movement of an overhead line;
analyzing the data to determine displacement data corresponding to a displacement of the overhead line;
receiving data corresponding to a location of at least one external object proximate to the overhead line; and
analyzing the displacement data to determine a clearance from the at least one external object;
wherein the accelerometer is coupled to the overhead line; and
wherein determining displacement data includes determining amplitudes of vibrational modes.

2. The method of claim 1 , further comprising using a transmitter to transmit the displacement data to a second device.

3. The method of claim 1 , wherein receiving data from an accelerometer includes receiving data from multiple accelerometers, wherein the multiple accelerometers are coupled to multiple sites along the length of the overhead line.

4. The method of claim 3 , wherein the sites are selected based on a modal shape of a vibrational mode of the overhead line.

5. The method of claim 1 , wherein determining displacement data includes predicting a displacement at a distal site using the vibrational modes.

6. The method of claim 1 , wherein determining displacement data includes determining a dynamic displacement due to superposition of the vibrational modes.

7. The method of claim 1 , wherein determining displacement data includes determining a displacement as a function of distance along the overhead line.

8. The method of claim 1 , wherein the external object includes at least one of vegetation, ground, a structure, and a second overhead line.

9. The method of claim 1 , wherein determining a clearance includes using displacement data corresponding to a second overhead line sent from a second monitoring device.

10. The method of claim 1 , wherein the clearance is a closest approach between a point on the overhead line and the external object.

11. The method of claim 1 , wherein the clearance is a closest approach between a point on the overhead line and the external object during one or more vibrational periods of the overhead line.

12. A method of detecting a structural failure of a power line, comprising:
receiving data from an accelerometer corresponding to movement of a power line;
analyzing the data to determine distance excursion data;
analyzing the distance excursion data to determine whether the power line is falling; and
responding to a falling power line with a real-time action
wherein the accelerometer is coupled to the power line; and
where the real-time action includes depowering the power line prior to an impact.

13. The method of claim 12 , wherein receiving data from an accelerometer includes receiving data from multiple accelerometers, wherein the multiple accelerometers are coupled to multiple sites along the length of the overhead line.

14. The method of claim 13 , wherein the sites are selected based on a modal shape of a vibrational mode of the overhead line.

15. The method of claim 12 , further comprising predicting an impact time.

16. The method of claim 12 , further comprising detecting an impact of the falling line.

17. The method of claim 12 , where the real-time action includes enabling a crowbar circuit coupled to the power line prior to an impact.

18. The method of claim 12 , wherein the real-time action includes using a transmitter to send a warning signal.

19. The method of claim 18 , wherein the warning signal comprises information corresponding to at least one of an imminent loss of power, a power surge, and impact information.

20. The method of claim 12 , wherein the power line includes at least one of a power transmission line and a power distribution line.

21. A method of actively damping overhead line movement, comprising:
receiving data from an accelerometer corresponding to movement of an overhead line;
analyzing the data to determine displacement data corresponding to a displacement of the overhead line;
analyzing the displacement data to determine if the overhead line needs damping;
delivering control data to a damping device configured to reduce motion of the overhead line, wherein the control data is configured to control overhead line damping; and
damping the overhead line using the damping device;
wherein determining displacement data includes determining amplitudes of vibrational modes.

22. The method of claim 21 , wherein the accelerometer is coupled to the overhead line.

23. The method of claim 21 , wherein receiving data from an accelerometer includes receiving data from multiple accelerometers, wherein the multiple accelerometers are coupled to multiple sites along the length of the overhead line.

24. The method of claim 21 , wherein determining displacement data includes predicting a displacement at a distal site using the vibrational modes.

25. The method of claim 21 , wherein determining displacement data includes determining a dynamic displacement due to superposition of the vibrational modes.

26. The method of claim 21 , wherein determining displacement data includes determining a displacement as a function of distance along the overhead line.

27. The method of claim 21 , further comprising receiving displacement data corresponding to a displacement of a second overhead line, and wherein determining if the overhead line needs damping includes using the displacement of the second overhead line.

28. The method of claim 21 , further comprising comparing the displacement data to location data corresponding to at least one external object.

29. The method of claim 21 , further comprising comparing the displacement data to a threshold value.

30. The method of claim 21 , wherein the damping device includes at least one of a device configured to adjust aerodynamics, a fan, a line tensioner, a controlled magnet, and a force-controlled coupling between the overhead line and an external structure.

Assignees

• Elwha Llc

Inventors

• Chan Alistair K
• Cheatham Iii Jesse R
• Deane Geoffrey F
• Gates William
• Hyde Roderick A
• Ishikawa Muriel Y
• Kare Jordin T
• Myhrvold Nathan P
• Petroski Robert C
• Tegreene Clarence T
• Tuckerman David B
• Whitmer Charles
• Wood Jr Lowell L

Classifications

• H02G7/18

  Devices affording mechanical protection in the event of breakage of a line or cable, e.g. net for catching broken lines · CPC title

• G01H17/00

  Measuring mechanical vibrations or ultrasonic, sonic or infrasonic waves, not provided for in the other groups of this subclass · CPC title

• H02G7/14 Primary

  Arrangements or devices for damping mechanical oscillations of lines, e.g. for reducing production of sound {(damping spacers H02G7/125)} · CPC title

• G01P15/00 Primary

  Measuring acceleration; Measuring deceleration; Measuring shock, i.e. sudden change of acceleration · CPC title

• G01B21/02 Primary

  for measuring length, width, or thickness (G01B21/10 takes precedence) · CPC title