[ Home Page ] HV Electricity Overhead Distribution Line: Calculation of  ag, aw, ar, angle and Distance Values ​​Based On x, y, z Coordinate Values ​​in Pigeon Iron Pole Projects

HV ELECTRICITY OVERHEAD DISTRIBUTION LINE

STATE CHANGE EQUATION

Fieldwork Conductor Sag Tension Calculation

Project Conductor Sag Table
 State Change Equation(Tn,ar,Pr,Pb,0C)

Calculation of ag, aw, ar angle Table

Up Lift Control

Section 4

Kısım 3
Kısım 4


BÖLÜM 2
Kısım 1
Kısım 2
Kısım 3
Kısım 4

BÖLÜM 3
Kısım 1
Kısım 2
Kısım 3
Kısım 4
Kısım 5

BÖLÜM 4
Kısım 1
Kısım 2
Kısım 3
Kısım 4
Kısım 5
Kısım 6

 

  Pole Type : Steel       Concrete
 Ice Load Zone  
 H1 Tension (kg)  
  W1 Conductor  Weight (kg/m)  

                                                                  

Pole Image Pole No  Cable X_Coordinate Y_Coordinate Z_Coordinate Pole Pole  Type Suspension Tension Pole Distance Total  Distance Span Pole Length Height Differ.

Deflection Angle

 Pole Angle(0D)
aw ag1,2              agprj           ag ar
Smiley 1   T  0 0  0()-1   336  16  0  
Cable  0    0 
Smiley 2 T S 0  0()-2   0 336  20  
Cable  0    0
Smiley 3 T S 0  0(235)-3   0 400  23  
Cable  0    0
Smiley 4 T S 0  0()-4   0 336  20  
Cable  0    0
Smiley 5 T S 0  0()-5   0 598  22  
Cable  0    0
Smiley 6 T S 0  0()-6   0 598  20  
Cable  0    0
Smiley 7 T S 0  0()-7   0 485  14  
Cable  0    0
Smiley 8 T S 0  0()-8   0 598  20  
Cable  0    0
Smiley 9 T S 0  0()-9   0 800  20  
Cable  0    0
Smiley 10 T S  0  0()-10   0 485  14  
Cable  0    0
Smiley 11 T S  0  0()-11   0 485  22  
Cable  0    0
Smiley 12 T S  0  0()-12   0 598  22  
Cable  0    0
Smiley 13 T S  0  0()-13   0 336  20  
Cable  0    0
Smiley 14 D S  0  0()-14   0 336  14  
Cable  0    0
Smiley 15 D S  0  0(287)-15   0 560  19  
Cable  0    0
Smiley 16 D S  0  0(370)-16   0 672  21  
Cable  0    0
Smiley 17 N  0  0()-17   0 336  14  
   
     

                                                                                                                 

 

BER , BES, BET,BEY Carrier Pole(Suspension Pole). K, L, LA, PA, R, P  End pole(Tension Pole).

*The ag1 and ag2 Weight Span of the poles are calculated. Thus by calculating the Sag  notch points correctly in the project drawings, the distances to approach the obstacles on the field will be seen with the Sag Template, and the pole lengths can be calculated accurately. In addition, the total ag (total agprj value in the project) value of the poles is calculated, and controls are provided by giving the Weight Span (ag) in which the poles can be used. The Weight Span in which the poles can be used are recalculated depending on the angle of the carrier(suspension) poles.
*The value of the Rulings Span (ar) between the stop poles (Tension, End Pole) is calculated.
*The aw Wind Span of the poles(suspension, carrier pole) is calculated, and the Wind Span values ​​that the carrier poles(suspension)can use depending on the angle are calculated and given in parentheses.
*The deviation angle of the pole is calculated. Angle values ​​at which poles can be used are given Pole Angle Column.
*The elevation difference is calculated.
*The distances between the poles and the distance of the poles to the starting point of the line are calculated.
*When you hover the mouse over the pole images in the program, the image enlarges, which will make it easier to control pole lengths in the field.
*The calculations are renewed by selecting the Ice Load Zone and Pole Types. The program has been activated for pigeon iron poles.