Bigbrain
Electrical
- Jan 14, 2015
- 2
First post on this forum. I'm a distribution design engineer for a power company in west Texas. Linemen like to call me big brain because I went to college and I seem to have an abnormally large head.
Here's why I'm posting. I've volunteered to give a presentation on the phenomenon of line galloping at our company's anual engineering conference. I'm in search of more information regarding this topic. Primarily, I'm looking for information relevant to engineers: the physics behind what is happening, a little math maybe, what we can do when designing a power line to prevent it, etc. I already have some cool videos to peak their interest.
I have found this to be a relative topic considering just south of where I live in another company's territory, several miles worth of distribution power line was completely destroyed due to line galloping during an ice storm. This happened last week. I marveled at the amount of money that was probably spent seeing 30+ linemen crews working to repair it.
I know a some things about line galloping. It's caused by the wind when the ice forms on the power lines. Although I haven't read this anywhere, I've noticed the tear drop shape of the cross-sectional area of the ice resembles a wind turbine blade. Intuition tells me that the horizontal force from the wind causes an upward force on the power line, thus causing the power line to vibrate sometimes to the point of failure. I've found some decent power point presentations about line galloping online that got my brain working but the information was vague since most of the material was probably spoken by the speaker. Some of it mentioned how twisting of the conductor has an affect on galloping.
My main question: does anyone have any material on line galloping from an engineer's prespective that might help with my presentation? Besides what's on Wikipedia.
There are some things we are doing at our company to help prevent line galloping:
-Sometimes we install the dampeners between the phases, although thats rare and can be expensive over a 10 mile power line.
-We typically use class 2 poles and grade B 10 ft fiberglass crossarms. Poles are typically loaded to 15% their maximimum strength this way, 40% maybe with heavy equipment.
-When building over a long distance, we stagger the span lengths. Example: Span 1: 300 ft, Span 2: 310 ft, Span 3: 290 ft.
Another question I have: Is there any evidence showing that staggering the span lengths helps? I have been told it works but it seems no one can produce any evidence.
Thanks for the help,
Bigbrain
Here's why I'm posting. I've volunteered to give a presentation on the phenomenon of line galloping at our company's anual engineering conference. I'm in search of more information regarding this topic. Primarily, I'm looking for information relevant to engineers: the physics behind what is happening, a little math maybe, what we can do when designing a power line to prevent it, etc. I already have some cool videos to peak their interest.
I have found this to be a relative topic considering just south of where I live in another company's territory, several miles worth of distribution power line was completely destroyed due to line galloping during an ice storm. This happened last week. I marveled at the amount of money that was probably spent seeing 30+ linemen crews working to repair it.
I know a some things about line galloping. It's caused by the wind when the ice forms on the power lines. Although I haven't read this anywhere, I've noticed the tear drop shape of the cross-sectional area of the ice resembles a wind turbine blade. Intuition tells me that the horizontal force from the wind causes an upward force on the power line, thus causing the power line to vibrate sometimes to the point of failure. I've found some decent power point presentations about line galloping online that got my brain working but the information was vague since most of the material was probably spoken by the speaker. Some of it mentioned how twisting of the conductor has an affect on galloping.
My main question: does anyone have any material on line galloping from an engineer's prespective that might help with my presentation? Besides what's on Wikipedia.
There are some things we are doing at our company to help prevent line galloping:
-Sometimes we install the dampeners between the phases, although thats rare and can be expensive over a 10 mile power line.
-We typically use class 2 poles and grade B 10 ft fiberglass crossarms. Poles are typically loaded to 15% their maximimum strength this way, 40% maybe with heavy equipment.
-When building over a long distance, we stagger the span lengths. Example: Span 1: 300 ft, Span 2: 310 ft, Span 3: 290 ft.
Another question I have: Is there any evidence showing that staggering the span lengths helps? I have been told it works but it seems no one can produce any evidence.
Thanks for the help,
Bigbrain