Ex.13-3
B.S. (m) |
F.S. (m) |
Rise (m) |
Fall (m) |
Elevation (m) |
Remarks |
1.205 |
|
|
|
150.485 |
B.M. |
0.125 |
1.860 |
|
0.655 |
149.830 |
|
0.395 |
1.915 |
|
1.790 |
148.040 |
|
0.880 |
2.615 |
|
2.220 |
145.820 |
|
1.960 |
1.760 |
|
0.880 |
144.940 |
|
2.595 |
0.920 |
1.040 |
|
145.980 |
|
2.255 |
0.915 |
1.680 |
|
147.660 |
|
2.305 |
0.515 |
1.740 |
|
149.400 |
|
|
1.170 |
1.135 |
|
150.535 |
B.M. |
S B.S. - S F.S. = 11.720 - 11.670 = 0.05 m
S Rise - S Fall = 5.595 - 5.545 = 0.05 m