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132 Tower Data

1) The document outlines tower spotting requirements for different types of towers (K, L, M) used for a 132kV DC transmission line. 2) It specifies limitations for the vertical load of individual spans, normal spans, deviations from spans, wind spans, vertical load limitations for ground wires and conductors, permissible sums of adjacent spans based on deviation angles, and design longitudinal tensions under different conditions. 3) The requirements aim to ensure tower spotting results in safe and stable placement of towers along the transmission line route within specified technical parameters.

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Abhishek Ayachi
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0% found this document useful (0 votes)
1K views1 page

132 Tower Data

1) The document outlines tower spotting requirements for different types of towers (K, L, M) used for a 132kV DC transmission line. 2) It specifies limitations for the vertical load of individual spans, normal spans, deviations from spans, wind spans, vertical load limitations for ground wires and conductors, permissible sums of adjacent spans based on deviation angles, and design longitudinal tensions under different conditions. 3) The requirements aim to ensure tower spotting results in safe and stable placement of towers along the transmission line route within specified technical parameters.

Uploaded by

Abhishek Ayachi
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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TOWER SPOTTING REQUIREMENTS FOR 132kV DC LINE


TOWERS TYPE K, L & M With Conductor
TOWER SPOTTING ON THE APPROVED PROFILES SHALL BE ARRIVED OUT AS PER LIMITATION TABULATED
BELOW

TOWER SPOTTING REQUIREMENTS: NORMAL SPAN 320M

ALL SPANS IN METERS


SI. No. ALL LOADS IN KGS.
Suspension Angle Angle
Tower Type K L M
Mkd Mkd Mkd
Vertical load of Individual span Not to act upward Up or down Up or down
1

2 Normal Span 320 M 320 M 320M


3 Deviation not to exceed 2° 30° 60°
4 Wind span (M)
(j) Effect of both spans 320 M 320 M 320M
(ii) Effect of one span 192 M 192 M 192 M
Individual span not greater than (from 488 M 506 M 598 M
5 vertical separation considerations)

6 Vertical load limitation


6.1 Max. weight span
a) Ground wire:
(i) Effect of both spans 400M 400 M 400M
(ti) Effect of one span 240 M 240 M 240M
b) Conductor :
(i) Effect of both spans 400M 400 M 400M
(ii) Effect of one span 240 M 240 M 240M
6.2 Minimum weight span :
a) Ground wire:
(i) Effect of both spans 100 100 100
(il) Effect of one span 60 ·100 ·100
b) Conductor:
(1) Effect of both spans 100 100 100
(ii) Effect of one span 60 -100 -100
7 Permissible sum of adjacent spans for various ZO - 640 3D" - 640 60° - 640
deviation angles (provided ground clearance is 1° - 682 29° - 724 59° - 724
availbale) 0° - 728 28° - 808 58° - 808
27" - 896 57° - 896
56° - 948
Note: 1) Sum never to exceed twice the individual
spans indicated in (5) above.
2) Consider ground wire of conductor which ever
gives lesser sum of adjacent spans.
8 a) Design long. Tension
i) Ground wire 1832/1909 1770/1844 1587/1653
ii) Conductor 1372/1442 2651/2883 2376/2499
b) Broken wire conditions Ground wire or any Ground wire and Ground wire and
one conductor one or any two two or any three
broken conductor conductor.

...... ..
-~..~ ~

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