surveytsforehvlines-130617030553-phpapp02
TRANSCRIPT
![Page 1: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/1.jpg)
SURVEY & TOWER SPOTTING FOR TRANSMISSION LINES
BY
G. EMMANUEL MADHUKAR
APTRANSCO
![Page 2: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/2.jpg)
TRANSMISSION LINES
![Page 3: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/3.jpg)
TRANSMISSION LINES
![Page 4: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/4.jpg)
TRANSMISSION LINES
• Extra High Voltage – 110 kV, 132 kV, 220 kV, 400 kV
• Ultra High Voltage– 765kV
• High Voltage Direct Current– ±500kV
![Page 5: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/5.jpg)
TRANSMISSION LINES
• Survey is the most important activity Survey is the most important activity
• Best possible routeBest possible route
• Right of WayRight of Way
• Techno-Economical ProjectTechno-Economical Project
• Timely completion of the projectTimely completion of the project
• Increasing DemandIncreasing Demand
![Page 6: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/6.jpg)
PRELIMINARY SURVEY AND WALK OVER SURVEY
• Topographical map
• Bee line
• Identify possible routes
• Familiarize
• Indicate the feasibile routes
![Page 7: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/7.jpg)
TOPO MAP
![Page 8: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/8.jpg)
TOPO MAP
Sending end SSSending end SS
Receiving end SSReceiving end SS
AP 1AP 1
AP 2AP 2
AP 3AP 3
AP 4AP 4
Bee LineBee Line
![Page 9: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/9.jpg)
PRELIMINARY SURVEY – SELECTION OF ROUTE
• Shortest possible route
• Less number of deviations
![Page 10: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/10.jpg)
DETAILED SURVEY – TOOLS
• Theodolite & Ranging rods
• Dummpy level & Measuring staff
• Measuring chain
• Megger
![Page 11: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/11.jpg)
DETAILED SURVEY – Theodolite
![Page 12: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/12.jpg)
DETAILED SURVEY
• Fixing of Alignment
• Fixing of Line Points
• Fixing of Angles of deviation
• Fixing of Angle Points
• Fixing of Direction Points
• Measuring of distance between Angle Points
• Levels at every 10 M interval or where there is level difference of 30 Cm
![Page 13: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/13.jpg)
DETAILED SURVEY
• Details of Roads
• Details of Villages
• P & T Lines Crossings
• All Power Lines Crossings – LT to 765 kV
• Railway Crossings
• River Crossings
• Agricultural wells, Field bunds & Earth bunds etc.
• Measuring Soil resistivity at 1 Km interval
• Trial Pits
• Crop & Tree enumeration
![Page 14: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/14.jpg)
DETAILED SURVEY-OBLIGATORY POINTS
• Avoid
• Reserve Forest Area
• Military Firing Ranges
• Aerodromes
• Inhabited and thickly populated areas
• Hilly terrain
• Marshy, Low lying & Submersible areas
• Higher & 90 degrees angle turnings
• Oil & Gas storage areas
![Page 15: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/15.jpg)
DETAILED SURVEY – CORRIDORS
• 132 kV Line 27 M
• 220 kV Line 35 M
• 400 kV Line 52 M
![Page 16: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/16.jpg)
DETAILED SURVEY –LINE PROFILES
• Graphical representation
• Scale
X-axis 1 Cm = 20 M
Y-axis 1 Cm = 2 M
• Plot Plan of Alignment of Line from AP to AP
• Plot Distances
• Plot Levels with respect to distance
![Page 17: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/17.jpg)
DETAILED SURVEY –LINE PROFILES
• Indicate all Power Lines crossings: LT to 765 kV
• Indicate all P & T Lines crossings
• Indicate all Railway crossings
• Indicate all River crossings
• Indicate all Roads: Cart Tracks to National Highways
• Indicate all Villages
![Page 18: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/18.jpg)
DETAILED SURVEY –LINE PROFILES
• Indicate all Agricultural wells
• Indicate all Field bunds & Earth bunds
• Indicate all Boulders
• Indicate all Ponds & Lakes
• Indicate type of Soil
• Indicate Crops & Trees
![Page 19: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/19.jpg)
DETAILED SURVEY –LINE PROFILES
![Page 20: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/20.jpg)
DETAILED SURVEY –LINE PROFILES
![Page 21: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/21.jpg)
DETAILED SURVEY –LINE PROFILES
![Page 22: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/22.jpg)
DETAILED SURVEY –LINE PROFILES
![Page 23: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/23.jpg)
TOWER SPOTTING –SAG TEMPLATE
![Page 24: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/24.jpg)
TOWER SPOTTING
• Identify the position of Terminal Tower
• Start from Terminal Tower
• Match the tower footing curve with the position of TT
• Adjust the position of template
• Ensure Ground Clearance
• Identify the position of next tower
• Move the template to the next tower
• Repeat the procedure
![Page 25: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/25.jpg)
TOWER SPOTTING
• NORMAL SPAN: It is the design span
• ACTUAL SPAN: It is the actual distance between two adjacent towers
• NULL POINT: It is a point in a span where the position of the conductor is lowest (or) It is a point in a span where the sag is maximum
• WEIGHT SPAN: The distance between two adjacent null points
• WIND SPAN: It is the distance between the two centre points of adjacent spans
![Page 26: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/26.jpg)
TOWER SPOTTING –SPAN LIMITATIONS
SPAN 132 kV 220 kV 400 kV
NORMAL SPAN 320 M 350M 400 M
WIND SPAN
Both 320 M 350 M 400 M
Single 192 M 210 M 240 M
WEIGHT SPAN
Both 400 M 450 M 600/800 M
Single 240 M 270 M 300/400 M
![Page 27: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/27.jpg)
TYPE OF TOWERS
ANGLE (in degrees)
132 kV
220 kV
400kV
0 to 2 P A DA
2 to 15
R
B DB
15 to 30 C DC
Above 30 S D DD
![Page 28: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/28.jpg)
TYPE OF TOWERS
ANGLE (in degrees)
132 kV
220 kV
400 kV
0 to 2 K X MA
2 to 30 L Y MC
Above 30
M Z MD
![Page 29: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/29.jpg)
132 kV TOWERS Suspension
3900
3860
3860
14653
4200
Tension
7200
3900
4000
12583
7750
![Page 30: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/30.jpg)
220 kV TOWERS Suspension
4865
5050
5050
19380
6295
Tension
7795
5050
5082
17048
10800
![Page 31: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/31.jpg)
400 kV TOWERS Suspension
3000
8000
8000
25800
12000
Tension
6800
8000
8100
22000
15000
![Page 32: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/32.jpg)
RIVER CROSSING TOWERS JC
4729
5127
5268
6357
17670
AT/400 kV
6900
9000
9000
46570
25000
![Page 33: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/33.jpg)
EHV TRANSMISSION LINES CROSSING
![Page 34: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/34.jpg)
CLEARANCES
132 kV 220 kV 400 kV
Ground Clearance 6.1 M 8.5 M 9.0 M
LT to 132 kV and P& T Lines
3.1 M 4.6 M 5.5 M
220 kV 4.6 M 4.6 M 5.5 M
400 kV 5.5 M 5.5 M 5.5 M
![Page 35: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/35.jpg)
CLEARANCES
132 kV 220 kV 400 kV
Highway Crossing 9 M 9 M 9M
Railway Crossing 14.6 M 15.4 M 17.9 M
Railway Crossing Span (Max)
2/3 of NS 2/3 of NS 2/3 of NS
Distance between Tower & Railway
Track (Min)TH+6 M TH+6 M TH+6 M
![Page 36: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/36.jpg)
TOWER SCHEDULES
Location No.
Type of Tower
Angle of Deviation (degrees)
Span (M)
Left Wt. Span (M)
Right Wt. Span(M)
Total Wt. Span (M)
Remarks
SS Boom - - - - Boom at sending end SS
70
1 TT S 35 L - 75 -Terminal tower at sending
end SS
210
2 P - 135 150 285
300
3 R 22 R 150 130 280 Near village
280
4 P+3 - 150 125 255 33 kV Line crossing
250
![Page 37: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/37.jpg)
CHECK SURVEY
• Marking of Tower Location
• Forward & Backward Line Points
• Pit Marking
• Excavation
![Page 38: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/38.jpg)
MODERN TECHNIQUES
• Global Positioning System
• Total Station
• PLS CADD
![Page 39: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/39.jpg)
GLOBAL POSITIONING SYSTEM
• Satellite dependent
• Latitude & Longitude coordinates of the position
• Starting coordinates and ending coordinates
• Map Source Software
• Google Earth
• Topo sheet can be generated
• Bee Line & Routes can be marked
![Page 40: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/40.jpg)
GLOBAL POSITIONING SYSTEM
![Page 41: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/41.jpg)
TOTAL STATION
• Similar to Theodolite
• Not dependent on satellite
• Arbitrary Coordinates of the position
• Coordinates of the position obtained from GPS
• Alignment, Distance & Levels are recoded simultaneously
• Horizontal & Vertical Angles can be recorded
![Page 42: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/42.jpg)
TOTAL STATION
• Raw data
• Text
• Auto Plotter
• Auto CAD
• Line Profile can be generated
![Page 43: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/43.jpg)
PLS CADD
• Data from Total Station
• Sag calculation data
• Tower Spotting
• 2-D Model can be generated
• 3-D Model can be generated
![Page 44: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/44.jpg)
PLS CADD
![Page 45: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/45.jpg)
PLS CADD
![Page 46: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/46.jpg)
IMPORTANT POINTS- Survey
• Length of the line
• Levels in the corridors
• Crossings
• Markings in check survey
![Page 47: surveytsforehvlines-130617030553-phpapp02](https://reader035.vdocuments.us/reader035/viewer/2022062519/55cf9504550346f57ba5f6c8/html5/thumbnails/47.jpg)
Thank You&
God Bless You