NIWELACJA
Lp |
Nr celu |
Odl. |
I |
II |
pośr.I |
pośr.II |
dhI/dhII |
fdh |
H |
1 |
1 |
52.00 |
1244 |
1243 |
|
|
1034 |
|
100.000 |
|
2 |
52.00 |
210 |
204 |
|
|
1039 |
5 |
101.034 |
2 |
2 |
30.00 |
2096 |
2086 |
|
|
1455 |
|
|
|
p1 |
30.00 |
641 |
643 |
|
|
1443 |
-12 |
102.481 |
3 |
p1 |
12.00 |
1435 |
1439 |
|
|
-1396 |
|
|
|
p2 |
12.00 |
2831 |
2838 |
|
|
-1399 |
-3 |
101.082 |
4 |
p2 |
23.00 |
968 |
970 |
|
|
-1040 |
|
|
|
3 |
23.00 |
2008 |
2010 |
|
|
-1040 |
0 |
100.040 |
5 |
3 |
|
1755 |
1745 |
|
|
-30 |
|
|
|
1 |
|
1785 |
1790 |
|
|
-45 |
-15 |
100.000 |
fdh = -10. mm, fdh max = 11.5 mm; Długość ciągu: 334.00
Poprawka do przewyższeń (fdh/i_st) = -2.10 mm.
Przewyższenie na ciągu: - pomierzone = 0.0105 m.; - teoretyczne = 0.0000 m.
ZESTAWIENIE PRZEWYŻSZEŃ
Numer |
Długość |
Dh pom. |
Dh wyr. |
1 |
|
|
|
|
104.0 |
1.036 |
1.034 |
2 |
|
|
|
|
60.0 |
1.449 |
1.447 |
p1 |
|
|
|
|
24.0 |
-1.398 |
-1.400 |
p2 |
|
|
|
|
46.0 |
-1.040 |
-1.042 |
3 |
|
|
|
|
|
-0.037 |
-0.040 |
1 |
|
|
|