nive laci on
DESCRIPTION
topografiaTRANSCRIPT
DERECHA IZQUIERDA DERECHAPUNTO V. ATRAZ V.ADELANTE V.ATRAZ V. ADELANTEHILO Inf AtrHilo inf AdelDistan Atra
BM2 0.269 0.266 0.215 10.801 0.215 3.040 0.130 2.936 0.112 2.929 20.602 0.489 2.780 0.154 2.449 0.403 2.708 17.203 0.407 2.843 0.246 2.681 0.282 2.74 25.004 0.209 3.560 0.257 3.604 0.08 3.534 25.805 0.635 2.854 0.568 2.795 0.535 2.685 20.006 0.557 3.150 0.555 3.146 0.407 2.94 30.00
BM3 1.553 1.554 1.489Suma 2.781 19.780 2.176 19.165 149.40COTA BM 2731.440
DERECHA
Hd = Suma atrás - Suma adela2.781 - 19.780 = -16.999
Hi = Suma atrás - Suma adela2.176 - 19.165 = -16.989
Ec = Hi - Hv ≤-16.999 - 16.989
0.010 ≤ 0.011
Hbm1 = -16.999 + -16.989 = -16.9942
cota B1 BM + Hbm12731.440 + -16.994 = 2714.446
DERECHA IZQUIERDA DERECHAPUNTO V. ATRAZ V.ADELANTE V.ATRAZ V. ADELANTEHILO Inf AtrHilo inf AdelDistan Atra
B2 0.500 0.507 0.620 24.0001 0.337 2.925 0.339 2.995 0.521 2.645 36.8002 0.575 3.338 0.447 3.198 0.378 3.042 39.4003 1.207 2.329 1.334 2.445 1.155 2.109 10.400
B3 1.319 1.314 1.280Suma 2.619 9.911 2.627 9.952 110.600
Hd = Suma atrás - Suma adela2.619 - 9.911 = -7.292
Hi = Suma atrás - Suma adela error de cier
0.02√k
2.627 - 9.952 = -7.325 error MP
DERECHA IZQUIERDADistan AdelaHILO Inf AtrHilo inf AdelDistan Atra Distan Adela
0.215 10.2022.20 0.002 2.701 25.60 47.0014.40 0.102 2.377 10.40 14.4020.60 0.142 2.579 20.80 20.405.20 0.126 3.53 26.20 14.80
33.80 0.471 2.615 19.40 36.0042.00 0.402 2.937 30.60 41.8012.80 1.489 13.00
151.00 143.20 187.40300.40 330.60
0.447
DERECHA IZQUIERDADistan AdelaHILO Inf AtrHilo inf AdelDistan Atra Distan Adela
0.620 22.60056.000 0.520 2.674 36.200 64.20059.200 0.215 2.970 46.400 45.60044.000 1.280 2.230 10.800 43.0007.800 1.280 6.800
167.000 116.000 159.600
277.600 275.600
0.033
0.011