Page 260 - RELEVAMIENTO TOPOGRÁFICO VOLUMEN III

NIVELACION DE ALTA PRECIS C)N
LINEA N° 3 (AGUAS BLANCAS ~ CAMBAIl)
PL.ENILLA DE ELEVACIONES
BANCO DE ELEVACION DESNIVELES DISTANCIA ERROR DE DISTANCIA TOLEFENCIA RAZON DE
NIVEL in.S.n.in. Ida Ida CIERRE PROMEDIO CIERRE CIERRE
Retorno Retorno mm. mts. mm.

BM X-39 423.58679 0.00000 0.00000
BM Z-1 405.36594 -18.21877 1,932.34000
BM Z-1 0.00000 0.00000
BM X-39 18.22294 1,936.23000 4.17 1,934.29 4.17 3.00
BM Z-1 0.00000 0.00000
BM Z-2 406.48657 1 .1 1889 1, 915.62000
BM Z-2 0.00000 0.00000
BM Z.1 -1.12237 1,913.97000 -3.48 1,914.80 4.15 -2.51
BM Z-2 0.00000 0.00000
BM Z-3 405.10246 -1. 38444 1,935.98000
BM Z-3 0.00000 0.00000
BM Z-2 1.38378 1,927.00000 -0.66 1,931.49 4.17 -0.47
BM Z-3 0.00000 0.00000
BMZ4 417`26030 12.15995 1,994. 08000 i
BMZ4 0.00000 0.00000
BM Z-3 -12.15573 1,995.64000 4.22 1,994.86!. 4.24 2.99
BMZ4 0.00000 0.00000
BM Z-5 391.38654 -25.87173 1, 910.64000
BM Z-5 0.00000 0.00000
BMZ4 25.87578 1, 909.65000 4.05 1,910.15 4.15 2.93
BM Z.5 0.00000 0.00000
BMZ€ 385.99383 -5.39074 2,084.07000
BMZ€ 0.00000 0.00000
BM Z-5 5.39468 2,077.50000 3.94 2,080.79 4.33 2.73
BM zng IBMZ-7 0.00000 0.00000
i
396.04306 10.04825 1,753.67000 I
BM Z-7 0.00000 0.00000
BM Zno 11111111111111111111 -10.05021 1,754.87000 -1.96 1,754.27 i 3.97 -1.48
BM Z-7BMZ-8BMZ-8BMZ-7 0.00000 0.00000
391.53742 4.50504 1,918.53000
0.00000 0.00000
i!
4.50624 1,913.38000 1.2 1,915.96 4.15 0.87
BM Z-8BMZ-9BMZ-9BMZ-8 0.00000 0.00000 I
406.80046 15.26188 1,974.04000
0.00000 0.00000 I
-15.26419 1,969.86000 -2.31 1,971.95 4.21 -1.64
BM Z-9BMZ-10BMZ-10 0.00000 0.00000
405.53701 -1.26367 1,925.76000 I
0.00000 0.00000 I
BM Z-9 1.26322 1,915.43000 -0.45 1,920.60 4.16 -0.32
BM Z-10BMZ-11 0.00000 0.00000 I
405.75348 0.21864 2,070.89000 I
BM Z-11 0.00000 0.00000 I
BM Z-10 -0.21430 2,061.63000 4.34 2,066.26 4.31 3.02
BM Z-11BMTZT2 0.00000 0.00000 I
411.02220 5.26650 1,948.69000 I
BM Z-12 0.00000 0.00000