cálculo de azimut

8/12/2019 Clculo de Azimut

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Vrtice ngulo Error de Comp. ng. Correg.

A 9602'46'' 9603'00''B 9517'55'' 9518'09''C 6512'42'' 6512'56''D 21619'40'' 21619'54''E 6705'47'' 6706'01''

cd=Complemento de D = 14340'06''

1. Compensacin de angulos internos:a.- Clculo de la suma de ang. Interno: 53958'50"b.- Clculo del error: 001'10"c.- Compensacin: 000'14"

2.- Cculo de Azimut:

00'14''


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Azimut Inversa

18010'25''9528'34'' AzAB-180+


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N E CND*cos(Az) D*sen(Az) (EN*Dp)/Dt

A 11313'24" 38.2 -15.05913 35.10645 -0.00516559B 9513'36" 53.4 -4.85602 53.17875 -0.00722101C 3438'52" 96.2 79.15260 54.67455 -0.01300863D 28928'28" 102.75 34.24324 -96.87602 -0.01389435E 20617'02" 104.2 -93.42731 -46.14084 -0.01409043

394.75 0.05338 -0.05711 -0.05338

El = 0.078172735 0.06Tl = 0.298024747 -0.30 0.30

N E CND*cos(Az) D*sen(Az) (EN*Dp)/Dt

A 18010'25'' 280.135 -280.13371 -0.84883 0.05347491B 9528'34'' 242.090 -23.10282 240.98512 0.04621251C 34041'30'' 187.712 177.15374 -62.06728 0.03583230D 1701'24'' 155.725 148.90200 45.59023 0.02972631E 26407'25'' 224.915 -23.02739 -223.73309 0.04293397

1090.577 -0.20818 -0.07385 0.20818

El = 0.220890776 29.8Tl = 0.495358279 -0.50 0.50 0.0001

Punto Azimut Distancia

Proyecciones Correc

Proyecciones Correc

Punto Azimut Distancia


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CE Np Ep N E(EE*Dp)/Dt N+CN E+CE Cpa + Np Cpa + Np

0.00552654 -15.06 35.11 1048.82 1340.16 113.21722220.00772558 -4.86 53.19 1033.76 1375.27 95.21750.01391762 79.14 54.69 1028.89 1428.46 34.634722220.01486524 34.23 -96.86 1108.03 1483.15 289.46722220.01507501 -93.44 -46.13 1142.26 1386.29 206.28333330.05711 0.00 0.00 1048.82 1340.16

CE Np Ep N E(EE*Dp)/Dt N+CN E+CE Cpa + Np Cpa + Np

0.01896975 -280.08 -0.83 100000.00 100000.00 180.17361110.01639347 -23.06 241.00 99719.92 99999.17 95.476111110.01271119 177.19 -62.05 99696.86 100240.17 340.69166670.01054514 148.93 45.60 99874.05 100178.12 17.023333330.01523044 -22.98 -223.72 100022.98 100223.72 264.1236111

0.07385 0.00 0.00 100000.00 100000.00

Coordenadas AbsolutasCoordenadas Corregidas

Coordenadas Corregidasciones Coordenadas Parciales Coordenadas Absolutas

ciones Coordenadas Parciales


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N E CN CE

D*cos(Az) D*sen(Az) (EN*Dp)/Dt (EE*Dp)/DtA 33304'28'' 33304'31.34'' 8545'16'' 8545'16'' 12.35 0.91 12.32 0.09 0.27B 1015'12'' 1015'15.34'' 27600'28'' 27600'31.34'' 39.12 4.10 -38.91 0.29 0.85C 9251'33'' 9251'36.33'' 18852'01'' 18852'7.67'' 57.20 -56.52 -8.82 0.43 1.25D 9512'15'' 9512'18.33'' 10404'16'' 10404'26'' 87.53 -21.28 84.90 0.66 1.91E 10102'13'' 10102'16.33'' 2506'29'' 2506'42.33'' 43.21 39.13 18.34 0.32 0.94F 8733'59'' 8734'2.33'' 29240'28'' 29240'44.66'' 81.09 31.27 -74.82 0.61 1.77

71959'40'' 72000'00'' 8545'16'' 320.50 -2.40 -6.99 2.40 6.99

Correcciones

Hor. Corr.Horiz.Pto Azimut Az. Corr. Distancia

Proyecciones


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Np Ep N E

N+CN E+CE Cpa + Np Cpa + Np

1.01 12.594.39 -38.05 9427.31 753.15

-56.09 -7.57 9431.70 715.10-20.63 86.81 9375.61 707.5339.45 19.28 9354.98 794.3431.87 -73.05 9394.43 813.620.00 0.00 9426.30 740.56

Coordenadas Parciales Coordenadas Absolutas

Coordenadas Corregidas

cálculo de azimut

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