CLEARANCES AND RIGHT OF WAY REQUIREMENTS, SEC (Saudi Electricity Company) STANDARD, Transmission Engineering Standard (TES)
The purpose of this standard is to highlight National Gird Saudi Arabia practices with respect to the clearances required for various paralleling and crossing facilities and Right of Way (ROW) requirements for the design of overhead transmission lines.
The designs of existing transmission lines may not in all cases meet the requirements set forth in this standard, therefore; those are excluded from the scope of this standard. However, taps from or extensions to these existing transmission lines are covered under the scope of this standard. Conductor Clearance to edge of Right-of-Way
- SCOPE
- LINE ROUTES
- Location
- Paralleling and Crossing Transmission Lines
- Paralleling and Crossing Major Highways
- Vertical Clearances above Ground, Road Crossings and Paralleling, and Crossing of Rail Road
- GENERAL GUIDE LINES FOR METALLIC FACILITIES LOCATED IN PROXIMITY OF TRANSMISSION LINES (INDUCED/CONDUCTIVE VOLTAGE INTERFERENCES)
- Inductive & Conductive Voltage Requirements
- Paralleling Facility (Induced Voltage Case)
- Crossing Facility (Conductive Voltage Case)
- SPACING FROM MAIN OIL FACILITIES
- CONDUCTOR SPACING AND CLEARANCE
- Horizontal Clearance between Conductors on the same Support
- Vertical Clearance between Line Conductors.https://wilorton.com/insulator-washing.php
- Clearance of Conductor from its own Support – Basic Clearance.
- Clearance between Conductors carried on different Supports
- Clearance of Conductors from other supporting Structures
- Clearance of Conductors from other Installations
- Mid-Span Clearance
- Air Gap Requirements
- RIGHT-OF-WAY WIDTH REQUIREMENTS
- General
- Conductor Clearance to edge of Right-of-Way
- Right-of-Way Width Requirements for Single Transmission Line, Method Statement for construction of Access Road and Structure Pads
- Right-of-Way Width Requirements for Parallel Transmission Lines
- Example Calculation of Right-Of-Way
- Horizontal Clearances between Parallel Transmission Lines and Other Obstacles
- BIBLIOGRAPHY
FIGURE TE-2209-0100-00 Clearance Requirement for Conductors of Same Circuit or Different
Circuit on the Same Support
FIGURE TE-2209-0200-01 Right-Of-Way (ROW) for Single Transmission Line
FIGURE TE-2209-0300-01 Right-Of-Way (ROW) for Two Parallel Transmission Lines (identical insulator string configuration)
FIGURE TE-2209-0400-01 Right-Of-Way (ROW) for Two Parallel Transmission Lines (different
insulator string configuration).
TES-P-122.09
- SCOPE
Method of StatesmenMethod Statement for construction of Access Road and Structure Pads
TES-P-122.09
- LINE ROUTES
- Location
- Transmission lines shall be located as near as possible to roads for easy accessibility during construction and later for inspection, maintenance and operation. Obstacles such as high hills, wadis, water flooding areas, swampy ground or poor soils etc. shall be avoided. Selection of routes shall also take into account future planning, grade and conditions of the terrain to be traversed.
- Selection of final route for any transmission line shall be coordinated with the concerned departments in National Grid Saudi Arabia.
- Coastal or corrosive atmosphere areas shall be avoided wherever possible. Whenever it is not possible to avoid such areas, suitable protective measures shall be adopted in the design of transmission line components including foundations to combat the corrosion.
- Paralleling and Crossing Transmission Lines
- Adequate clearance shall be provided between parallel and crossing transmission lines. Clearances between adjacent conductors of two parallel lines and clearances between crossing lines shall be established per equations 09-1 to 09-20.
- You should avoid transmission line crossings as much as possible. However, when unavoidable, arrange the crossing so that the higher voltage line, or the line with higher security and greater importance to the transmission network, crosses over the lower voltage or lower security line. Additionally, configure line crossings to ensure that a single component failure does not cause an outage to more than one other line, beyond the line with the failed component. The transmission lines shall cross each other at an angle as close to 90 degrees as possible.
Transmission line crossings shall be designed keeping in view the network reliability and the ease in routine maintenance/inspection operations.
- Unless other methods of transmission line crossings such as GIL (Gas Insulated Line) or underground cables etc. are specified in the Scope of Work/Technical Specifications, following shall be considered:
- Crossing Below the Existing Transmission Lines
Gantry structures (single layer or double layer as applicable) with conductors in horizontal configuration shall be used for crossing below the existing transmission lines. The crossing arrangement shall be designed to provide full protection to the underneath transmission line from lightning using shield wires or other means. If required, optical fiber ground wire (OPGW) may be replaced with underground non- metallic fiber optic cable in concrete encased duct bank.
- Transmission Line Crossing (two lines of same voltage)
The security/importance/priority of the existing transmission line shall be decided by National Grid Saudi Arabia.
- Transmission Line Crossing (more than two lines of same voltage or higher/lower voltage)
The transmission line shall cross below the existing lines of the same or higher voltage but shall cross above the lower voltage line. If required, modifications to existing transmission line structures may be made to meet the clearance requirements.
For all cases where higher voltage transmission line shall cross below the lower voltage transmission line, approval of National Grid Saudi Arabia shall be mandatory.
- Crossing above the Existing Transmission Lines
National Grid Saudi Arabia will allow crossing above the existing 380kV transmission line only if it does not jeopardize the safety, security, and reliability of the existing lines.
- Common Supporting Structure
National Grid Saudi Arabia may approve the design of a common supporting structure, which acts as a shared support for each transmission line and forms an integral part at the crossing point, where practical, for crossing two transmission lines of the same or different voltages.
- The vertical clearance between any crossing lines carried on different supporting structures shall not be less than those given in Table 09-9.
- Paralleling and Crossing Major Highways
- Paralleling Major Highways
Major highways are defined as any primary or secondary roads which are normally accessible to traffic with no restriction. These highways are the backbone of the road network providing fast, safe and efficient routes of travel between major cities/towns, connecting two or more regions and serve all international airports/seaports connections and military installations within the Kingdom of Saudi Arabia. Traffic on these highways is of primary importance. Minimum distance from transmission line center to the edge of zone of major highways for restricted and unrestricted ROW are given in Table 09-1. The edge of zone of major highway is defined as the fencing line or a point at 5 meters distance from the toe of slope, whichever is farther.
Table 09-1: Distance between Transmission Line and Major Highways
Line Voltage, kV | Minimum distance from transmission line center to the edge of zone of major highways, meters | |
Un-Restricted ROW (Notes 1 & 3) | Restricted ROW (Notes 2 & 3) | |
69 | Maximum Height of Transmission Line Structure Plus 5 meters | 20 |
110/115/132 | 30 | |
230 | 35 | |
380 | 50 (Note 4) |
Notes to Table 09-1:
- Un-restricted ROW is that which imposes no or minimum restrictions on the land use.
- Restricted ROW is the area where land use is limited because of congestion due to other facilities and/or non-availability of land due to other reasons.
- In certain cases the owner of highways (Ministry of Transport – MOT or others) may require higher distances than those given in the above table. In all such cases, the concerned authorities shall be consulted to determine the exact requirements. Their approval shall be mandatory.
- Minimum distance from the conductors shall be maintained as 40 meters.
- Crossing Major Highways
Where transmission line routes cross major highways, the angle of intersection shall be as close as possible to 90 degrees, but shall not be less than 45 degrees in any case. The distance from the center of transmission line structure to the edge of the zone of major highways shall be as per table 09-1
- Paralleling and Crossing Roads Other Than Major Highways
When paralleling and crossing roads other than major highways, especially in urban or rural areas, you must ensure that the minimum distance from the transmission line center to the edge of the road is at least 20 meters for 69kV to 132kV lines, 25 meters for 230kV lines, and 40 meters for 380kV lines, as long as public safety and the reliability of the lines are not affected.
- Transmission Lines in the Medians of Roads
If required, the transmission lines may be located in the medians of the two roads in the built-up areas subject to approval from owner of the roads and National Grid Saudi Arabia. Existing right of way of the roads shall be applicable in this case. You must maintain specified conductor clearances over the road surface, buildings, and other installations at the edge of the right of way, and protect structures with crash barriers.
TES-P-122.09
- Crash Barriers
All line structures where foundations are located within a distance of 30 meters from the edge of travelled portion of roads (paralleling or crossing transmission line routes including major highways) shall be protected by providing crash barriers around them without jeopardizing access to the line for maintenance. These protective measures shall be considered individually on a project basis for their effectiveness. The general design of the crash barriers shall be as per Transmission Standard Drawing TB-800095.
- Vertical Clearances above Ground, Road Crossings and Paralleling, and Crossing of Rail Road
- Vertical clearance is defined as the vertical distance between the highest point on terrain (grade, road surface, railroad, rail etc.) and the lowest conductor of the overhead lines. Calculation of actual line clearance shall be based on conductor sag at maximum design temperature of transmission line. Grading of existing natural ground level to meet the vertical clearance requirements shall not be acceptable unless otherwise approved by National Grid Saudi Arabia.
- The minimum vertical clearances required for National Grid Saudi Arabia transmission line designs for 380 kV and below over various types of roads and terrain are given in Table 09-2 and shall be followed unless otherwise specified in the approval letters of different approval agencies involved.
- Roads to be crossed by National Grid Saudi Arabia transmission lines have been categorized as “A” designated high clearance roads; and “B”, for other roads not requiring high clearance.
- There are some areas where certain road crossings shall require additional clearance. The extra high clearance roads in the industrial areas such as Jubail, Dammam, Yanbu, and Jazan etc. may require a vertical clearance in the range of 18-28 meters above roads or highways. The concerned authorities shall be contacted to coordinate the exact requirements.
- The category of roads to be crossed by the transmission line shall be determined during base design stage. In case of module-paths (40m vertical clearance), the concerned authorities shall be contacted to coordinate the exact requirements. The module-path is defined as the dedicated route for
transportation of very heavy equipment of extended height in the industrial areas.
- Highways and roads designated to be used for hauling heavy and oversized loads are classified as Category ‘A’. All other roads, highways and expressways are classified Category ‘B’.
- On projects where the transmission line is determined to be extremely important (such as 230 kV and 380 kV System) and power interruption cannot be tolerated, then all roads to be crossed by this line shall be considered as Category “A” roads, and the Project Scope of Work and Technical Specifications for such a project shall explicitly state this requirement.
- The road clearances in this Standard for designated high clearance roads and expressways and highways considerably exceed the minimum requirements recommended by the NESC for vertical clearances above roadways.
- The vertical clearances over the type of terrain not covered by Table 09-2, such as canals, waterways, terrain in the vicinity of airports or any unusual situation which might be developed, shall be resolved separately and mutually agreed to by interested parties.
Table 09-2: Vertical Clearances for Roads and Terrain Crossings
Category | Type of Crossing | Transmission Line Voltage (Line to Line) kV | ||
69/110-132 (m) | 230 (m) | 380 (m) | ||
A. | Designated High Clearance Roads (Note 1) | 14.0 | 18.0 | 18.0 |
B. | Expressways & Highways | 12.0 | 15.0 | 15.0 |
C. | City Streets, Alleys Driveways, Parking Lots & Other Areas Traversed by Vehicles, Paved or Unpaved | 12.0 | 15.0 | 15.0 |
D. | Open Terrain, Desert Areas, etc. (Notes 2 & 3) | 7.5 | 8.0 | 10.0 |
E | Railroad (non-electrified) (Note 4) | 15.5 | 18.0 | 18.0 |
Railroads (electrified) Top of contact wire/feeder of electrified rail (Note 5) | 1.4 | 2.0 | 3.0 | |
F. | Ground Facilities, Pipelines (Oil, Water, Gas), Communication lines | 9.5 | 9.5 | 13.5 |
G. | Extra High Clearance (Module-Paths) | 40 | 40 | 40 |
H. | Top of Trees, Plants & Hedges etc. capable of supporting a ladder or being climbed. (Note 6) | 4.0 | 5.0 | 6.0 |
I. | Transmission Line Crossings with Gantry Structures (Note 7) | 5 | 5.7 | 7 |
Notes to Table 09-2:
- Roads categorized as “A” are those specifically designated by National Grid Saudi Arabia Asset Maintenance Department as roads requiring vertical clearance in excess of clearances listed in Category “B” and “C”. Vehicle traffic is expected to exceed 5.5 meter height and the transmission lines need not normally be removed from service.
- For transmission lines when located in open terrain within 15km and 5km from the boundary limits of metropolitan cities and other cities/towns/villages respectively, the required clearances listed under Category “D” shall be increased to that required under Category B or C.
- When transmission lines are located in desert area affected by shifting sand dunes, the clearance listed in Category “D” shall be increased by a minimum of two (2) meters in the spans indicating shifting sand dunes.
- Assumed height of the rail car (non-electrified) is 6 meters.
- Additional margins of 1.0 m and 2.0 m (total 3.0 m) shall be added to account for design errors and wind induced dynamic conductor movement/safety during maintenance operations respectively.
- As a general practice, trees and plants etc. are not allowed within transmission line ROW. The clearances mentioned above are under exceptional cases when these cannot be removed.
- The clearances listed under category I shall only be applicable when clearances under category D are not possible to achieve / maintain and shall only be considered if crossing area is properly fenced as per Company Standard and no access is allowed to the general public .
- The clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- A margin of 0.6 m clearance specified in TES-P-122.07 to account for plotting profile errors etc. shall be in addition to the values mentioned in Table 09-2 above.
- Paralleling and Crossing Railroad Track
- Table 09-3 provides the minimum distance from the center of the transmission line to the edge of the railroad track for restricted and unrestricted rights of way. The edge of the railroad track is defined as either the fencing line or a point 5 meters from the toe of the slope, whichever is farther.
- Where transmission line routes cross railroad tracks, the angle of intersection shall be as close as possible to 90 degrees, but not less than 45 degrees in any case.
Whenever the required crossing angle is not satisfied, the Engineer responsible for base design/detailed engineering shall perform an induced voltage study and recommend possible steps to be taken to reduce any adverse effects.
Table 09-3: Distance between transmission line and Railroad
Line Voltage, kV | Minimum distance from transmission line center to the edge of railroad track, m | |
Unrestricted ROW | Restricted ROW | |
69/110/115/132 | 40 | 30 |
230 | 45 | 35 |
380 | 55 | 50 (Note 1) |
Note 1: Minimum distance from the conductors shall be maintained as 40 meters.
- The minimum vertical clearances required for transmission lines over the railroad tracks are given in Table 09-2.
- General Guidelines for Metallic Facilities located in Proximity of Transmission Lines (Induced/Conductive Voltage Interferences)
- Inductive and Conductive Voltage Requirements.
You must follow the guidelines listed below for all customer requests involving metallic facilities, such as pipelines, railroads, communication cables, cathodic protection systems, etc., whether overhead, above ground, or underground, to cross or run in close proximity to National Grid Saudi Arabia transmission lines. Apply these guidelines to all facilities in a single location if the request involves more than one facility.
- National Grid Saudi Arabia approval for allowing other parties to construct and install their projects in parallel to and/or crossing the transmission lines shall be granted if the project proponent satisfies all the following conditions:
- Accepts full liability and any consequential damages due to the electrical interference (induced/conductive voltage) effects and satisfies conditions given in Clause 3.3.1 and 3.3.2 below (for crossing only).
- Performs at his expense induced/conductive voltage study and proves to National Grid Saudi Arabia’s satisfaction that the resulting touch voltages are within the limits specified in Clause 3.1.2 and
3.1.3 below and satisfies the conditions given in Clause 3.3.1 and
3.3.2 below (for crossing only).
- Satisfies the requirements specified in Clause 3.2 and 3.3.
- The maximum touch voltage limit to insure safety to personnel during steady-state conditions shall be as follows:
Conditions Limits
Continuous Voltage 12 V
Continuous Current 10 mA
- The maximum touch voltage limit to ensure safety to personnel during fault conditions shall be according to the following ANSI/IEEE 80 equation:
Vtouch
= 116 + (0.17r)
Where:
r = Surface soil resistivity in ohms-meters
t = Fault duration in seconds. This shall be taken as 0.5 seconds or backup clearing time whichever is higher.
Therefore, for 500 ohm-meter top soil resistivity and 0.5 second fault clearing time, the safe touch voltage limit is 284 V.
- If the proponent’s induced/conductive voltage study shows the need to install mitigation to limit the touch voltage, National Grid Saudi Arabia shall review the case to determine that the appropriate procedures are followed.
- Paralleling Facility (Induced Voltage Case)
Following minimum horizontal spacing between the transmission line center and above grade or below grade metallic facility shall be maintained.
Table 09-4: Spacing between Parallel Transmission Lines and Metallic Facility
Line Voltage, kV | Length of metallic facility in parallel with transmission line, km | Minimum horizontal spacing, m |
230 and below | less than 1.6 | 40 |
380 | less than 1.6 | 50 |
69 – 380 | more than 1.6 | 150 |
In case of spacing less than that given above, induced voltage study shall be performed to verify the requirements of Clause 3.1.2 & 3.1.3 and case shall be referred to National Grid Saudi Arabia for review / and approval.
- Crossing Facility (Conductive Voltage Case)
- The minimum vertical clearance between the transmission lines and ground facilities shall be per Table 09-2.
- When ground facilities cross transmission line access roads, the facility crossing shall be designed to provide safe passage for vehicular traffic. For unpaved crossing of above grade facility, refer TES-P-122.11.
- When the facility routes cross overhead transmission line (and vice versa) the preferred angle of intersection is 90 degrees and if not possible, the crossing angle between 45 to 135 degrees shall be acceptable.
If angle is within the limits, no induced voltage study is required. However, in cases where the angle requirement cannot be met, induced voltage study shall be performed to verify the requirements of Clause 3.1.2 & 3.1.3. If the induced voltages are within the allowable limits, no further action is required other than to meet the minimum spacing requirements per Table 09-4 above. In case, the induced voltages are not within the limits, appropriate mitigation measures shall be adopted and submitted to National Grid Saudi Arabia for review and acceptance.
- The facility shall cross the transmission line at mid span between the structures. If this is not possible, the minimum horizontal separation between the facility and the center of transmission line structure shall not be less than 40 meters. In case the minimum distance cannot be maintained the request shall be referred to National Grid Saudi Arabia for review and approval.
- If the facility runs parallel to the transmission line after the intersection then it shall also meet minimum distance requirements mentioned under clause
3.2 above. If the metallic facility is crossing below the grade and changing its direction at a distance less than 150 meters from crossing, the facility shall be grounded at the point where the direction is changing.
If the metallic facility is crossing above the grade, the facility shall be grounded up to 100 meters along the length of the facility in both directions from the crossing point. If the facility is changing its direction at a distance greater than 100 meters but less than 150 meters from the crossing point, additional grounding shall be provided at the point where the direction is changing. The grounding of the metallic facility shall be to the satisfaction of the concerned party.
- SPACING FROM MAIN OIL FACILITIES
Following minimum horizontal spacing between center of 69kV to 380kV transmission lines and edge of main oil facilities shall be provided for safe operation and maintenance of both.
Table 09-5: Spacing between Transmission Lines and Main Oil Facilities
Oil Facility | Spacing, m |
Oil & Gas Wells and GOSPs | 200 |
Oil Trunk / Burn Pits and Ground Flares | 150 |
Elevated Flare Stacks, Oil-Water Separators and Skimming Ponds, Oil Process Areas, Gasoline Stations, Chemical & Pressure Storage Vessels, Booster & Shipping Pump area / LPG Rack, Low and High Flash Stocks etc. | 60 |
- CONDUCTOR SPACING AND CLEARANCE
- Horizontal Clearance between Conductors on the same Support
- Horizontal Clearance – Fixed Support
Conductors attached to fixed supports shall have horizontal clearances from each other not less than the larger value required by equations given below:
- Conductors of the Same Circuit
- H = 300+10 (U-8.7) (Eq.09-1)
F = 7.6 (U) +8 (Eq.09-2)
- Conductors of Different Circuits
- H = 715+10 (Uo-50) (Eq.09-3)
F = 7.6 (Uo) + 8 (Eq.09-4)
Where:
H = Basic horizontal clearance between conductors in mm.
F = horizontal clearance due to sag between conductors in mm. U = maximum operating voltage phase to phase over 8.7 kV
Uo= Maximum operating voltage between line conductors of different circuits which shall be the greater of the phasor difference between the conductor involved, or the phase-to-ground voltage of the higher voltage circuit. For circuits having the same phases and nominal voltage, either circuit may be considered to be the higher voltage circuit.
S = Final unloaded sag based on computed ruling span at every day conductor temperature, no wind, in mm.
A margin of 0.6m shall be added to the calculated values to account for design errors.
The clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- Horizontal Clearance – Suspension Insulators
Where suspension insulators are used and are not restrained from movement, the clearance shall be increased so that one string of insulators may swing transversely through a range of insulator swing up to its maximum design swing angle without reducing the values given in equations 09-1 to 09-4 and 09-11 to 09-20. The maximum design swing angle shall be based on wind pressure to be calculated corresponding to a wind speed of 140km/h explained:
Wind speed of 170km/h as specified for the design of structures is a 3-second gust wind associated with 50 years return period at 10 meter height above ground in flat and open country terrain (Exposure Category “C” defined as open terrain with scattered obstructions having heights generally less than
9.1m per ASCE Manual # 74 “Guidelines for Electrical Transmission Line
Structural Loading” third edition-2009). However, gust winds of short duration (such as 3-second) will neither affect the swing angles nor the force acting on the structures (CIGRE Technical Brochure 348-2008). Only sustained winds (averaged over sufficiently long period of time such as 1- minute) can affect the swing angle and produce offset of the conductor sag. Based on gust wind speed of 170km/h, sustained wind corresponding to 1- minute average time is estimated 140km/h with resulting wind pressure of 927 N/m2. This shall be used to determine swing angle and right of way requirements.
- The insulator swing shall be calculated as follows:
For maximum angle of swing:
ê |
ú |
f = Arc Tané 2T Sin (q/2)+ (HS x Pc )ù
(Eq.09-5)
ë (VS x Wc )+ Wi /2 û
For minimum angle of swing:
f = |
é2T Sin (q / 2) – (HS x Pc )ù
Arc Tan
(Eq.09-6)
ê (VS x W ) + W / 2 ú
ë
Where
c i û
f = angle with the vertical through which the insulator string swings
q = line angle in degrees
T = conductor tension at the temperature and wind loading for which the clearance is specified, in Newton
HS = horizontal span, which is 1/2 the sum of adjacent spans, in meters VS = vertical span, which is the distance between the low point of sag
in adjacent spans, in meters
Pc = wind load per unit length of conductor (conductor diameter times wind pressure), in Newton/meter
Wc = weight per unit length of bare conductor, in Newton/meter
Wi = weight of insulator string divided by number of conductors per phase, in Newton
- The horizontal swing of insulators can be obtained from the equation: B = (Insulator assembly length) Sin f
Where: f is the maximum swing angle calculated per equation 09-5.
- Horizontal Clearance for different Circuits where one or both Circuits exceed 98kV Phase-to-Ground
- The clearances specified in equations 09-1 to 09-4 and equations 09-5 and 09-6 may be reduced for circuits with known switching surge factors but shall not be less than the clearances derived from the equation below:
éU (SSF)a ù1.667
Min. clearance (H) =1000ê L-L ú ´ b
(Eq.09-7)
ë 500k û
Where:
UL-L = Maximum alternating current crest operating voltage between different circuits. If the voltages are of the same phasor and magnitude, one conductor shall be considered grounded.
SSF = Maximum switching surge factor expressed in per unit peak operating voltage between different circuit. (SSF value shall be obtained from Transmission Asset Planning Department).
a = 1.15, the allowance for three standard deviations
b = 1.03, the allowance for nonstandard atmospheric conditions. k = 1.4, the configuration factor for a conductor-to-conductor gap
The clearance shall be increased @ 3 % for each 300m in excess of 450m above mean sea level.
- The clearance derived from above equation shall not be less than the basic clearance given in equations 09-1 to 09-4.
- The method on how to determine the horizontal clearance between conductors of the same or different circuits on the same support is shown in Figure TE-2209-0100-00.
- Vertical Clearance between Line Conductors
All conductors located at different levels on the same supporting structure of the same or different circuits for the same sag, shall have vertical clearances not less than required by the equations given below:
- For Phases of the same Circuit
- Vs = 830+10 (U-50) (Eq.09-8)
Where:
Vs = Basic vertical clearance phase-to-phase, in mm
U = Maximum operating voltage phase-to-phase, over 50 kV
- Minimum vertical clearances calculated based on the above equation are tabulated below:
Table 09-6: Vertical Clearances between Line Conductors for same Circuit on the same Structure
Line Voltage, kV | Vertical Clearance between Phases of the same Circuit on the same Structure, m |
69 | 1.10 |
110/115 | 1.60 |
132 | 1.80 |
230 | 2.90 |
380 | 4.60 |
Notes to Table 09-6:
- A margin of 0.15m shall be added to account for design errors.
- The clearances at the supporting structures shall be increased to compensate the reduction in span clearances caused by jumping of conductors in the longer spans.
- The clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- The clearances at the supporting structures shall be increased to compensate the reduction in span clearances caused by jumping of conductors in the longer spans.
- For different Circuits on the same Structure of different/Same Nominal Voltage
- Vc = 830+10[(U01+U02)-50] (Eq.09-9)
Where:
Vc = Basic vertical clearance between circuits in mm
U01 = Maximum phase-to-ground voltage of circuit at upper level, over 50 kV
U02 = Maximum phase to ground voltage of circuit at lower level, over 50 kV
When the circuits have the same nominal voltage, either circuit may be considered to be the higher voltage circuit.
- Minimum vertical clearances were calculated based on the above equation and tabulated below:
Table 09-7: Vertical Clearance between different Circuits on the same Structure for different Voltages
Nominal Circuit Voltages, kV | Vertical Clearance between different circuits on the same structure, m |
69/69 | 1.20 |
110/110 | 1.75 |
115/115 | 1.80 |
132/132 | 2.0 |
230/230 | 3.25 |
380/380 | 5.15 |
Notes to Table 09-7:
- A margin of 0.15m shall be added to account for design errors.
- The clearances at the supporting structure shall be so adjusted that the clearances at any point in the span shall not be less than the values given in the table when measured with upper conductor at final unloaded sag at the maximum temperature for which the conductor is designed to operate and the lower conductor at final unloaded sag under the same ambient conditions and without electrical loading.
- The clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- The clearances at the supporting structure shall be so adjusted that the clearances at any point in the span shall not be less than the values given in the table when measured with upper conductor at final unloaded sag at the maximum temperature for which the conductor is designed to operate and the lower conductor at final unloaded sag under the same ambient conditions and without electrical loading.
- Clearances for different Circuits where one or both exceed 98kV Phase to Ground
The clearances specified in equations 09-8 and 09-9 may be reduced for circuits with known switching surge factors, but shall not be less than the clearances required by the equation below:
é(U (SSF) + U )aù1.667
Min. Clearance (V) = 1000ê
ë
H L
500k
ú ´ bc
û
(Eq.09-10)
Where:
UH = Higher voltage circuit maximum crest operating voltage to ground UL = Lower voltage circuit maximum crest operating voltage to ground
SSF = Higher voltage circuit maximum switching surge factor expressed in per-unit peak voltage to ground. (SSF value shall be obtained from Transmission Asset Planning Department).
a = 1.15, the allowance for three standard deviations
b = 1.03, the allowance for nonstandard atmospheric conditions.
c = 1.2, the margin safety
k = 1.4, the configuration factor for conductor-to-conductor gap
The clearance shall be increased @ 3 % for each 300m in excess of 450m above mean sea level.
- Clearance of Conductor from its own Support – Basic Clearance
- Clearance in any direction from a line conductor to the surface of its own support structure shall not be less than that calculated by the following equation:
Clearance ‘T’ = 330mm+5mm (U-50) (Eq.09-11) Where, U = Maximum operating voltage phase-to-phase, over 50kV
Minimum clearances of conductor to its own supporting structure were calculated based on the above equation and tabulated below:
Table 09-8: Clearance of Conductor to its own Support
Line Voltage, kV | Clearance of Conductor from its own Support Arm and Structure, m | |
No Wind | Maximum Wind | |
69 | 0.69 | 0.45 |
110/115 | 1.30 | 0.60 |
132 | 1.50 | 0.65 |
230 | 2.10 | 0.85 |
380 | 3.50 | 1.30 |
Notes to Table 09-8:
- For clearances under no wind condition, a margin of 0.15m shall be added to account for design errors.
- The clearances under maximum wind shall be maintained when the insulator strings and conductors swing transversely up to maximum design swing angle.
- The clearances under no wind condition shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- Clearances of Conductor from its own Support-Alternate Clearances for Voltages exceeding 98kV Phase to Ground
The clearances specified in Eq.09-11 may be reduced for circuits with known switching surge factor but shall not be less than the clearances derived from the equation shown below:
éU (SSF)aù1.667
Min. Clearance (T) = 1000ê L-G ú ´ b
(Eq.09-12)
ë 500k û
Where:
UL-G = Maximum alternating current crest operating voltage to ground
SSF = Maximum switching surge factor expressed in per-unit peak voltage to ground
a = 1.15, the allowance for three standard deviations with fixed insulator supports
a = 1.05, the allowance for one standard deviation with free swinging insulators
b = 1.03, the allowance for nonstandard atmospheric conditions k = 1.2, the configuration factor for conductor-to-tower window
The clearance shall be increased @ 3 % for each 300m in excess of 450m above mean sea level.
- When suspension insulators are used and are not restrained for movement, the clearance shall be increased so that the insulator strings may swing up to maximum design angle without reducing the values as tabulated in Table 09-
8. The maximum insulator swing angle shall be determined as outlined in equation 09-5.
- Clearance between Conductors carried on different Supports
- Horizontal Clearance between Conductors
- Basic Clearance
The horizontal clearance between adjacent conductors carried out on different supporting structures shall not be less than required by the equation below:
Clearance = 1500mm+10mm [(U01+U02)-22] (Eq.09-13)
Where:
U01 = Maximum Phase-to-Ground Voltage in kV of Line #1 U02 = Maximum Phase-to-Ground Voltage in kV of Line #2
The clearance shall be maintained when one insulator string swings up to its extreme position while the string of adjacent conductors remains at rest.
A margin of 0.6m shall be added to the calculated values to account for design errors.
The clearance shall be increased @ 3 % for each 300m in excess of 1,000m above mean sea level.
- Alternate Clearances for Voltages exceeding 98kV Phase-to-Ground
The clearances specified in equation 09-13 may be reduced for circuits with known switching surge factor but shall not be less than the clearances derived from the equation 09-7.
- Vertical Clearance between Conductors
- Basic Clearance
The vertical clearance between any crossing or adjacent conductors carried on different supporting structures of the same or different nominal voltages shall not be less than that shown in Table 09-9 or as required by the following equation, whichever is larger.
Clearance = 600mm+10 [(U01-22)+(U02-22)] (Eq.09-14)
Where:
U01 = Maximum phase-to-ground voltage of Line at upper level, over 22 kV
U02 = Maximum phase-to-ground voltage of Line at lower level, over 22 kV
Table 09-9: Minimum Vertical Clearance between Conductors where the Conductors of one Line cross over the Conductors of another
Lower Level Conductor | Upper Level Conductor | |||||
Type of Crossing | Transmission Voltages (Line to Line) | |||||
69kV (m) | 110kV (m) | 115kV (m) | 132kV (m) | 230kV (m) | 380kV (m) | |
69kV Transmission Lines | 1.10 | – | 1.40 | – | 2.10 | 3.10 |
110kV Transmission Lines | – | 1.60 | – | – | – | 3.30 |
115kV Transmission Lines | 1.40 | – | 1.70 | – | 2.40 | 3.40 |
132kV Transmission Lines | – | – | – | 1.90 | – | 3.50 |
230kV Transmission Lines | 2.10 | – | 2.40 | – | 3.20 | 4.10 |
380kV Transmission Lines | 3.10 | 3.30 | 3.40 | 3.50 | 4.10 | 5.10 |
Distribution Lines (34.5kV and below) / Electrified Railroads contact wires | 0.90 | 1.20 | 1.30 | 1.40 | 2.05 | 3.02 |
Overhead Ground Wire/ OPGW/Guys/Span Wires | 1.40 | 1.70 | 1.70 | 1.80 | 2.50 | 3.40 |
Communication Lines | 2.0 | 2.20 | 2.30 | 2.50 | 3.10 | 4.10 |
Notes to Table 09-9:
- Additional margins of 1.0 m and 2.0 m (total 3.0 m) shall be added to account for design errors and wind induced dynamic conductor movement/safety during maintenance operations respectively. The above mentioned margin of 2.0 m may be reduced to 1.0 m if the cross-over is quite away from the mid-points of the spans thereby limiting the conductor movement.
- The clearances shall be maintained under the conditions, when upper level conductors are at the final unloaded sag at maximum design temperature of conductor and lower level conductors are at the initial sag at the minimum design temperature of conductor or at final unloaded sag under the same ambient condition without electrical loading whichever results in larger difference.
- The clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- Alternate Clearances for Voltages exceeding 98 kV Phase-To-Ground
The clearances specified in equation. 09-14 may be reduced where the higher voltage circuit has a known switching surge factor but shall not be less than the clearances derived from the equation 09-10.
- Clearance of Conductors from other supporting Structures
Conductors of one line passing near a lighting support, traffic signal support, or a supporting structure of a second line, without being attached thereto, shall have clearance from any part of the structure not less than calculated by the equation below:
- Horizontal Clearance
- Clearance “G” = 1500mm+10mm (U0-50) (Eq.09-15)
Where U0 is the maximum operating voltage phase-to-ground, in excess of 50kV.
Minimum horizontal clearance of a line conductor to a rigid supporting structure, other than its own, based on the above equation was calculated and tabulated in Table 09-10.
Table 09-10: Horizontal Clearance of Conductor from other Supporting Structure
Nominal Voltage (kV) | Minimum Horizontal Clearance of Conductor from other Supporting Structure, m |
69 | 1.50 |
110/115 | 1.75 |
132 | 1.85 |
230 | 2.50 |
380 | 3.50 |
Note: A margin of 0.6m shall be added to account for design errors and the clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- These clearances have to be increased by the distance resulting from horizontal swing of the conductor and insulator assembly due to wind.
- The maximum insulator swing angle can be determined by equation 09-5.
- The maximum design swing angle shall be based on a 927 N/m2 wind on the conductor, final sag at every day temperature. The conductor swing shall be calculated as follows:
f = Arc Tan (Pc/Wc) (Eq.09-16) Where: Pc and Wc are defined in equation 09-6.
The horizontal swing of conductors due to wind can be obtained from the equation:
C = Sc x sin f (Eq.09-17)
Where: Sc is the conductor sag, which shall be final sag based on computed ruling span at every day temperature, with 927 N/m2 wind.
- Vertical Clearance
Min. Clearance = 1700 mm + 10 mm (U0-50) (Eq.09-18)
Where: U0 = Maximum operating Voltage Phase-to-Ground, in excess of 50kV.
Minimum vertical clearance of a line conductor to a rigid supporting structure, other than its own, was calculated based on the above equation and given in Table 09-11.
Table 09-11: Vertical Clearance of Conductor from other Supporting Structure
Nominal Voltage, kV | Minimum Vertical Clearance of Conductor from other Supporting Structure, m |
69 | 1.70 |
110/115 | 1.95 |
132 | 2.05 |
230 | 2.70 |
380 | 3.70 |
Note: A margin of 1.0m shall be added to account for design errors and the clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- Alternate Clearance for Voltages exceeding 98kV to Ground
The clearances specified in equations 09-15 and 09-18 may be reduced for
circuits with known switching surge factors but shall not be less than the values derived from the following equations.
- Min. horizontal clearance in mm
é U (SSF)aù1.667
= 1500 + 1000ê
ë
L-G
500k
ú ´ bc
û
(Eq.09-19)
- Min. vertical clearance
é U (SSF)aù1.667
= 1800 + 1000ê
ë
L-G
500k
ú ´ bc
û
(Eq.09-20)
Where:
UL-G = The maximum crest operating voltage to ground
SSF = Maximum switching surge factor expressed in per-unit peak voltage to ground (SSF value shall be obtained from Transmission Asset Planning Department).
a = 1.15, the allowance for three standard deviations
b = 1.03, the allowance for nonstandard atmospheric conditions
c = Margin of safety, 1.2 for Vertical clearances and 1.0 for horizontal clearances
k = 1.15, the configuration factor for Conductor-to-Plane gap
The clearances shall be increased @ 3 % for each 300m in excess of 450m above mean sea level.
- Clearances of Conductors from other Installations
The horizontal and vertical clearances of line conductors from other structures such as tall buildings, signs, chimneys, TV masts, lighting poles, monuments in the round- about etc., shall be established as required, taking into consideration all local conditions and the latest government and owner regulations.
- Basic Clearance
Minimum clearances of wires, conductors and cables passing by, but not attached to building and other installations, shall not be less than those given in the following table. The horizontal clearance mentioned in the table shall be maintained when the conductor swings up to the design swing angle.
Table 09-12: Minimum Clearance of Conductors Adjacent to but not attached to Buildings and other Installations except Bridges (see notes 5, 6 and 7)
Clearance of | Communication Cables and Grounded Guys | Conductors Voltage, kV | |||
69 | 110- 132 | 230 | 380 | ||
Buildings (Horizontal Clearance) m | |||||
To wall and projections (Note 3) | 1.40 | 2.55 | 2.95 | 3.6 | 4.55 |
To unguarded windows (Note 4) | 1.40 | 2.55 | 2.95 | 3.6 | 4.55 |
To balconies and areas accessible to pedestrians (Note 1) | 1.40 | 2.55 | 2.95 | 3.6 | 4.55 |
Buildings (Vertical Clearance) m | |||||
Above or below roof or projection not accessible to pedestrians (Note 1) | 0.90 | 4.05 | 4.50 | 5.10 | 6.10 |
Above or below balconies and roofs accessible to pedestrians (Note 1) | 3.20 | 4.35 | 4.80 | 5.40 | 6.35 |
Above roofs accessible to vehicles but not subject to truck traffic | 3.20 | 4.35 | 4.80 | 5.40 | 6.35 |
Above roofs accessible to truck traffic (Note 2) | 4.70 | 5.85 | 6.30 | 6.90 | 7.85 |
Signs, Chimneys, radio and television antennas, lighting poles, monuments in the round-about tanks and other installations not classified as buildings m | |||||
Horizontal | 0.90 | 2.55 | 2.95 | 3.6 | 4.55 |
Vertical above or below | 0.90 | 2.70 | 3.10 | 3.70 | 4.70 |
Notes to Table 09-12:
- A roof, balcony or area is considered accessible to pedestrians if the means of access is through a doorway, ramp, stairway or permanently mounted ladder.
- For the purpose of this rule, trucks are defined as any vehicle exceeding 2.45 m in height.
- This clearance may be reduced to 75 mm for the grounded portions of guys.
- Windows not designed to open may have the clearances permitted for walls and projections.
- A margin of 1.0 m shall be added to account for design errors.
- The clearances shall be increased @ 3 % for each 300 m in excess of 1,000 m altitude above mean sea level.
- As a general practice, buildings and other installations are not permitted within the transmission line ROW. The clearances mentioned here are under exceptional cases when these cannot be removed. Under such cases it shall be ensured that no part of the buildings is exposed to electric fields in excess of 5kV/m (IEEE Standard C95.6) including outer walls, balconies and roofs.
- Alternate Clearance for Voltages exceeding 98kV to Ground
The clearance specified in Table 09-12 may be reduced for circuit with known switching surge factors but shall not be less than the values derived from equations 09-19 and 09-20.
- Mid-Span Clearance
The separation between the overhead ground wire and the top conductor is a function
of the actual structure footing resistance, wind speed, the number of insulators in the insulator string, type of insulator, the span length and the acceptable number of outages per 100 km per year.
- The clearance at mid-span between the overhead ground wires and the conductors shall be greater than that at the structure and shall be well coordinated so that the flashover occurs at the structure.
- Line voltages have little relationship on the required mid-span clearances. The mid-span clearances for National Grid Saudi Arabia 69kV through 380 kV transmission lines shall not be less than those tabulated below. The clearances shall be maintained at every day temperature, final sag with no wind for the design ruling span of the transmission lines. The values for intermediate ruling spans may be interpolated.
Table 09-13: Mid-Span Clearance between Conductors and OGW/OPGW
Span, m | Mid-Span Clearance (between conductors and OGW/OPGW), m |
91 – 213 | 3.5 |
244 | 4.5 |
305 | 6.0 |
350 | 6.8 |
366 | 7.0 |
400 | 7.8 |
427 | 8.5 |
450 | 9.1 |
Note: Applicable for all altitude levels.
- For spans longer than those in the above table, the final sag of the overhead ground wire with no wind at every day temperature shall not be more than the conductor sag.
- Air Gap Requirements
- Shielded Lines
To maintain adequate clearances the air gap distance between any conductor and structure shall be correlated to the insulation levels considering each of the three types of voltage stresses (lightning impulse, switching surge and power frequency) under the condition at which each is likely to govern and given in the following table.
Table 09-14: Air Gap Requirement for Shielded Lines
Line Voltage, (kV) | Air Gap, (m) |
69 | 0.69 |
110/115 | 1.30 |
132 | 1.50 |
230 | 2.1 |
380 | 2.60 |
Note: The clearances shall be increased @ 3 % for each 300m in excess of 1,000m altitude above mean sea level.
- Unshielded Lines
For unshielded lines the following criteria shall be used to specify clearances of conductor to structure. Further the minimum conductor to structure and conductor to conductor clearances shall not be less than Eq. 09-1 to Eq. 09- 20 or by the correlated air gap clearances to insulation levels, the larger value shall be used, for various situations. Basic clearances shall be based on the maximum system voltage under emergency conditions.
- For the “no wind” or normal position of the insulator, the conductor clearance to structure shall be the air gap equivalent of the insulator string impulse flashover value plus ten (10) percent.
- For the 430 N/m2 wind position, the conductor clearance to structure shall be the air gap equivalent of the insulator string impulse flashover value.
- For 927 N/m2 wind position, the conductor clearance to structure shall be the air gap equivalent of 60Hz wet flashover value of the insulator string. The air gap clearance plus the distance allowed for the swing of insulator by the maximum wind of 927 N/m2 will determine the clearance from conductor to structure in the normal position.
- RIGHT-OF-WAY WIDTH REQUIREMENTS
Transmission line Right-of-Way is a strip of land that is used to construct, operate, maintain and repair transmission line facilities. The line is normally centered in the right-of-way.
- General
- Right-of-way requirements for 69 kV, 110kV, 115 kV, 132kV, 230 kV and 380 kV transmission lines are discussed in this part. All right-of-way shall be secured before design and construction.
- Right-of-way for 69kV to 380kV transmission lines shall be as shown in Tables 09-16 to 09-18, or shall be calculated using the equations 09-21 & 09-22. The larger value from these equations shall be used.
- Conductor Clearance to edge of Right-of-Way
- Minimum horizontal separation between conductors on the same support shall be calculated by equations 09-1 to 09-4. The large value from these equations shall be used. This value shall be increased by the distance to the end of the longest insulator support on each line structure.
- Minimum horizontal clearances from conductors to edge of right-of-way shall be based on values in Tables 09-16 to 09-18 or in accordance with the following equations. The larger value shall be used. Transmission voltages shall be based on maximum operating voltage under emergency conditions:
- Basic Clearance
= 2300 mm + 10 mm (U0-22) (Eq.09-21)
Where:
U0 = Maximum operating voltage phase-to-ground over 22 kV.
- Right-of-Way Width Requirements for Single Transmission Line
- Figure TE-2209-0200-01 shows the procedures to be followed to establish the right-of-way for various types of transmission line structures.
- Explanation of symbols used in Figure TE-2209-0200-01 and steps to be taken to establish right-of-way requirements in restricted areas are given below:
A = Distance from centerline of structure to insulator attachment in mm.
f1 = Angle of maximum swing for suspension insulator string. It is preferred to use the f1 as 45° swing.
If 45° swing is used, it will include most conditions for structures currently being used with the insulator string at maximum blowout or structure design limitations.
If the minimum right-of-way is required to be obtained for a special area control then the actual conditions or f1 may be calculated for the worst conditions of the line under consideration.
B = Offset due to insulator swing for suspension insulators equal to length of insulator string plus hardware length times Sin f1
f2 = Angle of maximum swing for conductors is determined by multiplying the conductor diameter in meters by the wind pressure in N/m2 on conductor and dividing by the conductor unit weight in Newton per meter.
Tan f = Conductor Dia x Wind Pressure
(Eq.09-22) TES-P-122.09

2 Unit Weight
C = Offset due to conductor sag x Sin f2. Conductor sag shall be the final sag based on computed ruling span at every day temperature with 927 N/m2 wind
D = Horizontal clearance from conductor to edge of right-of-way at maximum swing calculated for conditions established for structure to be used (see Clause 6.2.2)
E = Total distance each side, from centerline to edge of right-of-way.
- Right-of-Way Width Requirements for Parallel Transmission Lines
- Figures TE-2209-0300-01 and TE-2209-0400-01 show the procedures you must follow to establish the minimum right-of-way for typical configurations of parallel transmission lines.
- Steps A through E, as in clause 6.3.2, shall be followed and the angles f1 and f2 shall be determined for each of the two lines that are being paralleled. Then determine the dimensions required for Items F and G. The larger of these two shall determine the distance between the parallel transmission lines.
- Separation between lines as dictated by minimum clearance between conductors carried on different Supports
- Steps A through E, as in clause 6.3.2, shall be followed and the angles f1 and f2 shall be determined for each of the two lines that are being paralleled. Then determine the dimensions required for Items F and G. The larger of these two shall determine the distance between the parallel transmission lines.
The horizontal clearance between conductor of one line to conductor of another line shall meet the following conditions: (a) both conductors displaced by a 927 N/m2 wind at every day temperature, final sag; (b) if insulators are free to swing, one shall be assumed to be displaced by a 927 N/m2 wind while the other shall be assumed to be unaffected by the wind (see Figure TE-2209-0300-01).
F = Clearance between conductors of parallel transmission lines as determined by equation 09-3 and 09-4 for phases of different circuits.
- Separation between lines as dictated by minimum clearance of conductors from one line to the supporting structure of another
The horizontal clearance of a conductor of one line to the supporting structure of another when the conductor and insulator are displaced by a 927 N/m2 wind at every day temperature final sag.
G = Clearance of conductor from other supporting structures, as determined by the equation 09-15.
- The separation between lines will depend upon the spans and sags of the lines as well as how the structures of one line line-up with structures of another. In order to avoid the unreasonable task of determining the separation of the structures span-by-span, a standard separation value shall be used based on a worst case analysis. Thus if structures of one line do not always line-up with the other, the separation required by clause 6.4.2.b above shall be based on assumption that the structure of one line is located next to the point of the line that has the most sag.
- Example Calculation of Right-of-Way
- Information needed to determine the right-of-way requirements for structure types of any transmission lines are tabulated on Table 09-15.
- Typical calculations for a 380kV double circuit steel tower with V- Suspension insulator string (46 X 2 units of aero form type cap & pin disc insulators), and ACSR/AW Condor” conductor with 400 meters ruling span are:
- Dimension ‘A’
A ≃ 7.60 m derived from the drawing for “Latticed Steel Vertical Configuration 380kV Double Circuit Suspension (Tangent) Type Tower S1N. Dimension ‘A’ depends on tower structure design and configuration.
- Dimension ‘B’
Assume f1 = 45° for I-Strings
f1 = 0° for V-Strings (no deflection)
Length of Insulator String (including hardware) = 7.5 m B = Length of Insulator String x Sin f1
= 7.5 m x sin 0 = 0 m (for V-String case)
- Dimension ‘C’
Angle of maximum swing for conductors:
f2 = Arc Tan æ 27.72 mm /1000 x 927
ö = 60.86 ° say 610
è |
ø |
ç 14.32 N/m ÷
Sag for 400m ruling span ≃ 13m at 25°C, final with 927 N/m2 wind Offset due to conductor swing:
C = 13 m x sin 610 = 11.37 say 11.40m
Offset due to conductor swing for bundled conductor:
Cl = 11.40 m + 0.45 x Cos 61∘ = 11.50 m
2
- Dimension ‘D’
Horizontal clearance to edge of right-of-way
D = 2300mm +10mmæ 418 – 22ö
ç ÷
è ø
D = 2,300 mm + 2,193 mm = 4,493 mm, say 4.50m
- Dimension ‘E’
Distance each side of centerline to edge of right-of-way
E = A+ B+ C+ D = 7.60 + 0 + 11.50+ 4.5 = 23.60, say 24 m
Therefore, total width of right-of-way required shall be: 2 x E = 2 x 24 m = 48 m, say 50 m
To keep margin for variation in sag and cross arm structure configuration etc., 50m width is standardized for 380kV.
- Typical calculation for two parallel 380kV steel tower lines (Figure TE- 2209-0300-01
Tower configurations are the same as in clause 6.5.2. The separation between two parallel 380kV steel tower lines shall be calculated by the two equations shown below and greater value shall be considered:
Items A, B, C, D, and E to be calculated as in clause 6.5.2
- Horizontal Clearance between different phases of different circuits according to conductor sag per equation 09-3 & 09-4
F = 7.6mmé U1 + U2 ù + 8
Where:
U1 = U2 = 380kV x 1.1 = 418kV
S = Sag at 25°C, final with 927 N/m2 wind F = 7.6mm [242 + 242]+ 8
= 3,678 + 1,328 =5,006 mm, say 5.0 m
- Horizontal Clearance of conductor of one line to the supporting structure of another (Eq.09-15)
G = 1500mm +10æ U1 – 50ö
ç ÷
è ø
= 1500 + 10(242 – 50)
= 1500 + 1920 = 3,420 mm, say 3.5m
F = 5m is larger than G, therefore, it is to be considered
Total right-of-way width shall be: E + A + B + C + F + A3 + E
= 23.60+7.60+0+11.50+5.0+13.70+ 23.60= 85 m
Table 09-15: Sample Data for Right-Of-Way Calculation
Sr. No. | Description | Circuit No. 1 & 2 |
1 | Maximum Line Voltage | 380kV |
2 | Type of Structure | Lattice Steel (vertical configuration) |
3 | Drawing for Tower Type S1N | ET-905431 |
4 | Distance, tower center to V-String center, m | 7.60 |
5 | Number of Insulators in V-String | 46 X 2 |
6 | Insulator String length (including hardware), m | 7.5 |
7 | Conductor | ACSR/AW Condor |
8 | Stranding | 54/7 |
9 | Weight per unit, kg/m | 1.461 |
10 | Diameter, mm | 27.72 |
11 | Ruling span, m | 400 |
12 | Sag at 25° with 927 N/m2 wind, m | 13.0 (approximate) |
Table 09-16: Single Transmission Lines Right-of-Way Width Requirements
Line Voltage, (kV) | Structure | Conductor | Ruling Span, m | Normal ROW Width, m |
380 | Lattice Steel Towers, D/C (Vertical, V-String) | ACSR/AW Condor | 400 | 50 |
Lattice Steel Towers, D/C (Vertical, I-String) | 400 | 50* | ||
Lattice Steel Towers, S/C (Horizontal, V-String) | 400 | 56 | ||
230 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 44 | |
Lattice Steel Towers, D/C (Delta, I-String) | 350 | 57 | ||
Steel Monopole, D/C (Vertical, I-String)) | 200 | 32 | ||
110/115/132 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 34 | |
Lattice Steel Towers, D/C (Delta, I-String) | 350 | 42 | ||
Steel Monopole, D/C (Vertical, I-String)) | 200 | 25 | ||
69 | Lattice Steel Towers, D/C (Vertical, I-String) | 300 | 28 | |
Steel Monopole, D/C (Vertical, I-String)) | 200 | 20 |
Notes to Table 09-16:
- ROW marked with * applicable in the Inland Area for existing transmission lines where creepage distance is 31mm/kV
- ROW values indicated in the above table are based on some specific structures and their cross-arm configurations and may increase/decrease with respect to distance between center of structure and center of insulator string.
- For transmission lines located in the median of the roads, existing ROW of the roads shall be applicable. Specified conductor clearances over road surface, to buildings and other installations at the edge of right of way shall be maintained and structures shall be protected with crash barriers.
- ROW calculations are based on ACSR/AW Condor conductor. For other conductors the values shall be established based on the actual span length and the conductor data.
Table 09-17: Parallel Transmission Lines Right-of-Way Width Requirements
Line Voltage, (kV) | Structure | Conductor | Ruling Span, m | Line Center to Center, m | Normal ROW Width, m |
380 | Lattice Steel Towers, D/C (Vertical, V-String) | ACSR/AW Condor | 400 | 37 | 85 |
Lattice Steel Towers, D/C (Vertical, V-String) | |||||
380 | Lattice Steel Towers, D/C (Vertical, I-String) | 400 | 39 | 96* | |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
380 | Lattice Steel Towers, S/C (Horizontal, V-String) | 400 | 45 | 100 | |
Lattice Steel Towers, S/C (Horizontal, V-String) | |||||
380 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 40 | 92 | |
Lattice Steel Towers, S/C (Horizontal, V-String) | |||||
380/230 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 30 | 75 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 350 | ||||
380/230 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 36 | 88 | |
Lattice Steel Towers, D/C (Delta, I-String) | 350 | ||||
380/230 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 28 | 68 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
380/230 | Lattice Steel Towers, S/C (Horizontal, V-String) | 400 | 34 | 84 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 350 | ||||
380/132 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 26 | 66 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 350 | ||||
380/115 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 28 | 70 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 350 | ||||
380/115 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 30 | 74 | |
Lattice Steel Towers, D/C (Delta, I-String) | 350 | ||||
380/69 | Lattice Steel Towers, D/C (Vertical, V-String) | 400 | 26 | 63 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 |
* Applicable in the Inland Area for existing transmission lines where creepage distance is 31mm/kV.
Table 09-17: Parallel Transmission Lines Right-of-Way Width Requirements (Continued)
Line Voltage, (kV) | Structure | Conductor | Ruling Span, m | Line Center to Center, m | Normal ROW Width, m |
380/69 | Lattice Steel Towers, D/C (Vertical, V-String) | ACSR/AW Condor | 400 | 25 | 58 |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
380/69 | Lattice Steel Towers, S/C (Horizontal, V-String) | 400 | 30 | 71 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 | ||||
380/69 | Lattice Steel Towers, S/C (Horizontal, V-String) | 400 | 30 | 67 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
230 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 28 | 72 | |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
230 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 41 | 98 | |
Lattice Steel Towers, D/C (Delta, I-String) | |||||
230 | Steel Monopole, D/C (Vertical, I-String) | 350 | 21 | 53 | |
Steel Monopole, D/C (Vertical, I-String) | |||||
230 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 34 | 85 | |
Lattice Steel Towers, D/C (Delta, I-String) | |||||
230 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 27 | 65 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
230 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 34 | 78 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
230/132 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 25 | 64 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 350 | ||||
230/115 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 25 | 60 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
230/115 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 35 | 84 | |
Lattice Steel Towers, D/C (Delta, I-String) | |||||
230/115 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 32 | 73 | |
Steel Monopole, D/C (Vertical, I-String) | 200 |
Table 09-17: Parallel Transmission Lines Right-of-Way Width Requirements (Continued)
Line Voltage, (kV) | Structure | Conductor | Ruling Span, m | Line Center to Center, m | Normal ROW Width, m |
230/115 | Steel Monopole, D/C (Vertical, I-String) | ACSR/AW Condor | 200 | 19 | 48 |
Steel Monopole, D/C (Vertical, I-String) | |||||
230/115 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 26 | 67 | |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
230/115 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 33 | 80 | |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
230/115 | Steel Monopole, D/C (Vertical, I-String) | 200 | 20 | 55 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 350 | ||||
230/69 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 24 | 60 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 | ||||
230/69 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 24 | 56 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
230/69 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 31 | 73 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 | ||||
230/69 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 30 | 69 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
230/69 | Steel Monopole, D/C (Vertical, I-String) | 200 | 18 | 44 | |
Steel Monopole, D/C (Vertical, I-String) |
Note: Wherever ROW is restricted and not possible to maintain and accommodate above clearances and/or structure pads/access road per TES-P-122.11, National Grid Saudi Arabia shall review the case to determine appropriate clearances and ROW.
Table 09-17: Parallel Transmission Lines Right-of-Way Width Requirements (Continued)
Line Voltage, (kV) | Structure | Conductor | Ruling Span, m | Line Center to Center, m | Normal ROW Width, m |
132 | Lattice Steel Towers, D/C (Vertical, I-String) | ACSR/AW Condor | 350 | 20 | 54 |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
115 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 27 | 69 | |
Lattice Steel Towers, D/C (Delta, I-String) | |||||
115 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 23 | 60 | |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
115 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 25 | 64 | |
Lattice Steel Towers, D/C (Delta, I-String) | |||||
132/69 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 19 | 50 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 | ||||
115/69 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 21 | 53 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 | ||||
115/69 | Lattice Steel Towers, D/C (Vertical, I-String) | 350 | 20 | 49 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
115/69 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 23 | 57 | |
Lattice Steel Towers, D/C (Vertical, I-String) | 300 | ||||
115/69 | Lattice Steel Towers, D/C (Delta, I-String) | 350 | 23 | 53 | |
Steel Monopole, D/C (Vertical, I-String) | 200 | ||||
115/69 | Steel Monopole, D/C (Vertical, I-String) | 200 | 14 | 37 | |
Steel Monopole, D/C (Vertical, I-String) | |||||
69 | Lattice Steel Towers, D/C (Vertical, I-String) | 300 | 16 | 43 | |
Lattice Steel Towers, D/C (Vertical, I-String) | |||||
69 | Steel Monopole, D/C (Vertical, I-String) | 200 | 12 | 31 | |
Steel Monopole, D/C (Vertical, I-String) | |||||
69 | Lattice Steel Towers, D/C (Vertical, I-String) | 300 | 15 | 39 | |
Steel Monopole, D/C (Vertical, I-String) | 200 |
Table 09-18: Wood Poles Transmission Lines Right-of-Way Width Requirements
Line Voltage, (kV) | Structure | Conductor | Ruling Span, m | Maximum Span, m | Normal ROW Width, m |
Single Transmission Lines Right of Way Width Requirements | |||||
115 | Wood Monopole, H-Frame, S/C | ACSR/AW | 260-275 | 320 | 30 |
Wood Monopole, S/C & D/C | 80-100 | 110-120 | 15 | ||
69 | Wood Monopole, H-Frame, S/C | 260-275 | 320 | 25 | |
Wood Monopole, S/C & D/C | 80-120 | 140 | 15 | ||
Parallel Transmission Lines Right of Way Width Requirements | |||||
115 | H-Frame Wood, S/C | ACSR/AW | 260-275 | 320 | 60 |
H-Frame Wood, S/C | 260-275 | 320 | |||
115 | H-Frame Wood, S/C | 260-275 | 320 | 38 | |
Wood Pole, S/C | 80-100 | 110-120 | |||
115 | Wood Pole, S/C | 80-100 | 110-120 | 23 | |
Wood Pole, S/C | 80-100 | 110-120 | |||
115/69 | H-Frame Wood, S/C | 260-275 | 320 | 45 | |
H-Frame Wood, S/C | 260-275 | 320 | |||
115/69 | H-Frame Wood, S/C | 260-275 | 320 | 37 | |
Wood Pole, S/C | 80-100 | 110-120 | |||
115/69 | Wood Pole, S/C | 80-100 | 110-120 | 21 | |
Wood Pole, S/C | 80-100 | 110-120 | |||
69 | H-Frame Wood, S/C | 260-275 | 320 | 42 | |
H-Frame Wood, S/C | 260-275 | 320 | |||
69 | H-Frame Wood, S/C | 260-275 | 320 | 23 | |
Wood Pole, S/C | 80-100 | 110-120 | |||
69 | Wood Pole, S/C | 80-100 | 110-120 | 20 | |
Wood Pole, S/C | 80-100 | 110-120 |
Note: Wherever ROW is restricted and not possible to maintain and accommodate above clearances and/or structure pads/access road per TES-P-122.11, National Grid Saudi Arabia shall review the case to determine appropriate clearances and ROW.
- Horizontal Distance between other Parallel Transmission Lines and other Obstacles
The minimum horizontal distance between the route center line and other parallel transmission lines, telecommunication lines or other obstacles such as buildings, trees etc. shall not be less than that given in Table 09-19.
Table 09-19: Horizontal Distance between other Parallel Transmission Lines and other Obstacles
Transmission Line/ Obstacles etc. | Distance (in meters) of selected line route to objects for: | |||
380kV | 230kV | 132/115/110kV | Below 110kV | |
380kV | 50 | 40 | 40 | 40 |
230kV | 40 | 40 | 40 | 40 |
132/115/110kV | 40 | 40 | 40 | 25 |
Below 110kV | 40 | 40 | 40 | 20 |
Telecommunication Lines | 40 | 40 | 25 | 20 |
Buildings, Trees etc. | 35 | 25 | 25 | 20 |
Renewable Energy Source: | ||||
Wind Farms | 3 times the rotor diameter of wind turbine | |||
Solar Farms (Note 2) | 100 |
Notes to Table 09-19:
- The distances mentioned in the above table shall generally be applicable when the transmission line route is passing through un-restricted areas. However, in restricted areas when it is not possible to maintain these distances, lesser values per Table 09-17 may be applied.
- National Grid Saudi Arabia shall review the case to determine the appropriate spacing.
- BIBLIOGRAPHY
- Design Manual for High Voltage Transmission Lines, REA Bulletin 1724E-200,
U.S. Department of Agriculture, 2015 Edition
- Transmission Line Design Manual, U.S. Department of the Interior, by Holland
H. Farr
- National Electrical Safety Code, American National Standard Institute, 2017 Edition
- IEC 61936-1, Power Installations Exceeding 1 kV A.C.-Part 1: Common Rules
- Electrical Transmission and Distribution Reference Book, Central Station Engineers (Westinghouse Electric Corporation), 1964
- Estimating Lightning Performance of Transmission Lines, IEEE Transactions Volume 83, 1964, J.M. Clayton & F.S. Young
- Shielding of Transmission Lines, IEEE Paper No. 63-640, J.M. Clayton, F.S. Young and A.R. Hileman
- Elements of Power System Analysis, William D. Stevens, Jr.
- NACE (National Association of Corrosion Engineers) International Standard SP0177 – 2014 “Standard Practice: Mitigation of Alternating Current and Lightning Effects on Metallic Structures and Corrosion Control Systems”
- CSA (Canadian Standards Association) Standard C22.3 No. 6-13 “Principals and practices of electrical coordination between pipelines and electric supply lines”
- Saudi ARAMCO Engineering Standard SAES-B-064, 2017 Onshore and Nearshore Pipeline Safety


