RESULTADO

CA

0

CB

-0.305

CC-0.574

CD-0.961

CE-1.079

CF-1.132

CG-1.205

COTAS: CORRECCIN DE IDAERROR DE CIERRE (EC) = -2.41

COTAS CORREGIDAS DE IDA

RESULTADO

ACi20.50 020.50

BCi24.42 0.30524.115

CCi35.09 0.57434.516

DCi29.96 0.96128.999

ECi29.56 1.07928.481

FCi29.80 1.13228.668

GCi32.98 1.20531.775

CORRECCIN DE IDA

RESULTADO

CG

-1.205

CF

-1.277

CE-1.330

CD-1.449

CC-1.836

CB-2.105

CA-2.410

CORRECCIN DE REGRESO

RESULTADO

GCr32.98 1.20531.775

FCr29.83 1.27728.553

ECr19.55 1.33038.220

DCr31.91 1.44930.461

CCr37.35 1.83635.514

BCr26.71 2.10524.605

ACr22.91 2.41020.500

COTA PROMEDIO

RESULTADO

Ac(20.50 + 20.50)/220.500

Bc(24.115+24.605)/224.360

Cc(34.516+35.514)/235.015

Dc(28.999+30.461)/229.730

Ec(28.481+28.220)/228.350

Fc(28.668+28.553)/228.610

Gc(31.775+31.775)/231.775

Desnivel: cota G cota A = 31.775 20.500 = 11.225Pendiente(S) = y

Tramo Distancia(L)HfCr

AB134.482.85623.356

BC252.695.36625.866

CD423.398.99229.492

DE475.5910.10030.600

EF498.9910.59731.097

FG530.9111.27531.775