More Related Content Similar to Theodolite traversing (20) More from Er. Suman Jyoti (20) Theodolite traversing1. Theodolite Field Observation Data and its Calculation
STA
TIO
N
LINE LENGTH INTERIOR
ANGLE
CORRECTED
INTERIOR
ANGLE
BEARINGS CALCULATED CORRECTED TOTAL CO-
ORDINATES
LATITUD
E
DEPARTUR
E
LATITUDE DEPARTUR
E
LATITUDE DEPARTURE
1 𝐶𝑃1 − 𝐶𝑃2 58.460 197°37'25'' 197°37'14'' 052°00'00'' 35.990 46.067 36.625 46.497
2 𝐶𝑃2 − 𝐵𝑀1 90.072 142°22'20'' 142°22'09'' 217°03'14'' 11.061 -89.390 12.040 -88.730
3 𝐵𝑀1 − 𝐵𝑀2 84.830 088°54'05'' 088°53'54'' 294°40'28'' 35.413 -77.084 36.335 -76.460
4 𝐵𝑀2 − 𝐵𝑀3 56.080 201°42'20'' 201°42'09'' 257°02'37'' -12.573 -54.652 -11.963 -54.221
5 𝐵𝑀3 − 𝐵𝑀4 94.075 157°30'35'' 157°30'24'' 165°56'31'' -91.257 22.851 -90.234 23.543
6 𝐵𝑀4 − 𝐵𝑀5 68.845 086°26'15'' 086°26'04'' 187°38'40'' -68.233 -9.158 -67.485 -8.651
7 𝐵𝑀5 − 𝐵𝑀6 65.965 148°43'10'' 148°42'59'' 165°09'04'' -63.762 16.904 -63.045 17.389
8 𝐵𝑀6 − 𝐵𝑀7 69.760 162°14'20'' 162°14'09'' 071°35'08'' 22.036 66.188 22.794 66.701
9 𝐵𝑀7 − 𝐵𝑀8 65.685 209°27'55'' 209°27'44'' 040°18'07'' 50.094 42.486 50.808 42.969
10 𝐵𝑀8 − 𝐶𝑃1 79.280 045°03'25'' 045°03'14'' 022°32'16'' 73.255 30.387 74.117 30.970
733.352 m 1440°01'50'' 1440°00'00'' -------------- -7.976 -5.401 ƩL = -0.008 ƩD = 0.007
Correction in 𝑪𝑷 𝟏 − 𝑪𝑷 𝟐:
𝑪 𝑳= 7.976 X
𝟓𝟖.𝟒𝟔𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.635
𝑪 𝑫= 5.401 X
𝟓𝟖.𝟒𝟔𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.430
Correction in 𝑪𝑷 𝟐 − 𝑩𝑴 𝟏 :
𝑪 𝑳= 7.976 X
𝟗𝟎.𝟎𝟕𝟐
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.979
𝑪 𝑫= 5.401 X
𝟗𝟎.𝟎𝟕𝟐
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.663
Correction in 𝑩𝑴 𝟏 − 𝑩𝑴 𝟐 :
𝑪 𝑳= 7.976 X
𝟖𝟒.𝟖𝟑𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.922
𝑪 𝑫= 5.401 X
𝟖𝟒.𝟖𝟑𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.624
Correction in 𝑩𝑴 𝟐 − 𝑩𝑴 𝟑 :
𝑪 𝑳= 7.976 X
𝟓𝟔.𝟎𝟖𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.610
𝑪 𝑫= 5.401 X
𝟓𝟔.𝟎𝟖𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.431
Correction in 𝑩𝑴 𝟑 − 𝑩𝑴 𝟒 :
𝑪 𝑳=7.976 X
𝟗𝟒.𝟎𝟕𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 1.023
𝑪 𝑫= 5.401 X
𝟗𝟒.𝟎𝟕𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.692
Correction in 𝑩𝑴 𝟒 − 𝑩𝑴 𝟓 :
𝑪 𝑳= 7.976 X
𝟔𝟖.𝟖𝟒𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.748
𝑪 𝑫= 5.401 X
𝟔𝟖.𝟖𝟒𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.507
Correction in 𝑩𝑴 𝟓 − 𝑩𝑴 𝟔 :
𝑪 𝑳= 7.976 X
𝟔𝟓.𝟗𝟔𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.717
𝑪 𝑫= 5.401 X
𝟔𝟓.𝟗𝟔𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.485
Correction in 𝑩𝑴 𝟔 − 𝑩𝑴 𝟕 :
𝑪 𝑳= 7.976 X
𝟔𝟗.𝟕𝟔𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.758
𝑪 𝑫= 5.401 X
𝟔𝟗.𝟕𝟔𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.513
Correction in 𝑩𝑴 𝟕 − 𝑩𝑴 𝟖 :
𝑪 𝑳= 7.976 X
𝟔𝟓.𝟔𝟖𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.714
𝑪 𝑫= 05.401 X
𝟔𝟓.𝟔𝟖𝟓
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.483
Correction in 𝑩𝑴 𝟖 − 𝑪𝑷 𝟏:
𝑪 𝑳= 7.976 X
𝟕𝟗.𝟐𝟖𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.870
𝑪 𝑫= 5.401 X
𝟕𝟗.𝟐𝟖𝟎
𝟕𝟑𝟑.𝟑𝟓𝟐
= 0.583
*Calculation of Interior Angle*
Theoretically,
Total Interior angle = (2n - 4) x 90
=(2 x 10 - 4) x 90 = 1440°
Error in Interior angle = 1440°01’50”-1440”
= - 0°1’50”
Thus, Error ininterior angle is equally
distributed in all stations,
.:.Correction ineach station = - 0°1’50”
10
= - 0°00’11”