sabrepoint
Electrical
- May 1, 2003
- 30
Hi All
I've some experience in 11 and 33 kV feeder design but not much on 110 kV, so I would appreciate any advice on a number of issues. I'm to assist in the survey and design of a single-cct 110 kV line to be erected some 70 km across a mix of steep hill country (mainly clear), winding road and flat land. The intention is to use polymer post insulators on single poles in the main. Line connects from a small power station to a substation near a city. Some sectors are to be conjoint with 11 kV under. Design to be to AS/NZS 4676:2000 (Structural design requirements for utility service poles) which I understand to be somewhat similar to an IEC standard (can't locate number - may be IEC 826?). Some of the points I'd appreciate comments on any of ...
1) Acceptable polymer post insulator types/brands.
2) Some conductors (around 350 to 400 A) have been mentioned ... Wolf 37/2.59 ACSR, Chafer AAC, Pearl AAAC. I'm yet to look at sags/tensions but can run these through a model. Any technical advantages of one type over another? What is most commonly used? Economic considerations?
3) Corona loss likely to be a problem?
4) We will look to erect at somewhere around 20 % UTS max to avoid vibration issues on longer spans.
5) Overhead earth wire for 1 km each end.
6) AAAC creep. I have no info on this ... any reference available?
7) Conductor separation formula.
8) Prestressed concrete or pine poles?
9) Snow is likely. I can deal with ice during the loading calc process, but how does snow differ? Can I treat snow in a similar way to radial ice? (sorry, I live in a warm climate and have rarely seen snow!)
I've a few ideas already but there are many engineers with far greater experience than I, so would appreciate any help!
Thanks, Graeme
I've some experience in 11 and 33 kV feeder design but not much on 110 kV, so I would appreciate any advice on a number of issues. I'm to assist in the survey and design of a single-cct 110 kV line to be erected some 70 km across a mix of steep hill country (mainly clear), winding road and flat land. The intention is to use polymer post insulators on single poles in the main. Line connects from a small power station to a substation near a city. Some sectors are to be conjoint with 11 kV under. Design to be to AS/NZS 4676:2000 (Structural design requirements for utility service poles) which I understand to be somewhat similar to an IEC standard (can't locate number - may be IEC 826?). Some of the points I'd appreciate comments on any of ...
1) Acceptable polymer post insulator types/brands.
2) Some conductors (around 350 to 400 A) have been mentioned ... Wolf 37/2.59 ACSR, Chafer AAC, Pearl AAAC. I'm yet to look at sags/tensions but can run these through a model. Any technical advantages of one type over another? What is most commonly used? Economic considerations?
3) Corona loss likely to be a problem?
4) We will look to erect at somewhere around 20 % UTS max to avoid vibration issues on longer spans.
5) Overhead earth wire for 1 km each end.
6) AAAC creep. I have no info on this ... any reference available?
7) Conductor separation formula.
8) Prestressed concrete or pine poles?
9) Snow is likely. I can deal with ice during the loading calc process, but how does snow differ? Can I treat snow in a similar way to radial ice? (sorry, I live in a warm climate and have rarely seen snow!)
I've a few ideas already but there are many engineers with far greater experience than I, so would appreciate any help!
Thanks, Graeme