For BM:
BS = HI at BM - Elevation at BM
= 105.62 - 100
= 5.62
For TP1:
FS = HI at BM - Elevation at TP1
= 105.62 - 98.75
= 6.87
BS = HI at TP1 - Elevation at TP1
= 104.37 - 98.75
= 5.62
For TP2:
FS = HI at TP1 - Elevation at TP2
= 104.37 - 97.46
= 6.91
BS = HI at TP2 - Elevation at TP2
= 98.35 - 97.46
= 0.89
Similarly for other stations FS and BS can be obtained as shown in the following table:
Station | BS | HI | Rod (FS) | Elevation |
BM | 5.62 | 100 | ||
105.62 | ||||
TP1 | 5.62 | 6.87 | 98.75 | |
104.37 | ||||
TP2 | 0.89 | 6.91 | 97.46 | |
98.35 | ||||
TP3 | 5.95 | 10.62 | 87.73 | |
93.68 | ||||
TP4 | 5.61 | 0.89 | 92.79 | |
98.4 | ||||
TP5 | 6.2 | 1.5 | 96.9 | |
103.1 | ||||
TP6 | 5.41 | 5.61 | 97.49 | |
102.9 | ||||
BM | 2.96 | 99.94 |
Error (e) = Elevation of BM obtained - Elevation of BM given
= 99.94 - 100
= - 0.06
As the error is negative correction should be positive.
Therefore total correction = + 0.06
Average correction = Total correction / Number of stations
= 0.06 / 7
Adjustment and adjusted elevation for each station is shown in the table below:
Station | BS | HI | Rod (FS) | Elevation | Adjustment | Adjusted elevation |
BM | 5.62 | 100 | - | 100 | ||
105.62 | ||||||
TP1 | 5.62 | 6.87 | 98.75 | (+ 0.06/7) * 1 = 0.00857 | 98.75857 | |
104.37 | ||||||
TP2 | 0.89 | 6.91 | 97.46 | (+ 0.06/7) * 2 = 0.017143 | 97.477143 | |
98.35 | ||||||
TP3 | 5.95 | 10.62 | 87.73 | 0.025714286 | 87.75571429 | |
93.68 | ||||||
TP4 | 5.61 | 0.89 | 92.79 | 0.034285714 | 92.82428571 | |
98.4 | ||||||
TP5 | 6.2 | 1.5 | 96.9 | 0.042857143 | 96.94285714 | |
103.1 | ||||||
TP6 | 5.41 | 5.61 | 97.49 | 0.051428571 | 97.54142857 | |
102.9 | ||||||
BM | 2.96 | 99.94 | 0.06 | 100 |
STA Hil ROD ELEV ADJD REMARKS 100.00 BENCHMARK 100 EL 100.00 105.62 TP1 98.75 104.37 97.46 TP2 98.35 87.73 TP3 93.6...