Validación topográfica

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Tabla Validación topográfica Coordenadas Datos digitales Punto Nº Norte Este Cota Distancia entre puntos 10010 8037341.46 855363.432 2587.08 - 10013 8037338.65 855365.888 2588.72 4.07 448 8037336.99 855363.513 2588.85 2.9 449 8037331.64 855367.989 2588.72 6.97 502 8037320.93 855366.782 2584.82 11.46 10015 8037325.31 855341.947 2586.98 - 10016 8037322.94 855343.536 2589.06 3.53 453 8037320.68 855339.233 2589.11 4.86 452 8037314.95 855343.577 2589.01 7.19 497 8037303.43 855340.697 2584.86 12.58 10019 8037311.74 855325.198 2589.39 18.16 10018 8037317.63 855321.781 2586.85 7.27 10021 8037303.38 855302.497 2586.88 - 10077 8037300.74 855307.002 2589.67 5.92 10022 8037300.21 855305.093 2589.08 2.06 458 8037296.86 855301.71 2589.28 4.77 457 8037293.52 855305.795 2589.47 5.28 10024 8037291.46 855286.668 2586.61 - 10057 8037284.65 855286.588 2590.00 7.61 10058 8037280.88 855290.175 2590.56 5.24 10029 8037283.57 855276.54 2586.57 14.46 463 8037269.62 855272.81 2589.69 - 464 8037273.48 855269.686 2589.75 4.96 10030 8037272.96 855258.665 2586.69 11.45 10055 8037267.52 855254.63 2587.53 6.83 10054 8037263.82 855256.349 2589.85 4.69 10034 8037262.73 855240.335 2586.47 16.4

description

Ejemplo de validación topográfica para proyectos de grado y tesis de ingenieria

Transcript of Validación topográfica

Page 1: Validación topográfica

Tabla Validación topográficaCoordenadas Datos digitales Datos de campo

Punto Nº Norte Este Cota Distancia entre puntos Cota10010 8037341.457 855363.432 2587.08 - 2588.110013 8037338.651 855365.888 2588.72 4.07 2589.4448 8037336.986 855363.513 2588.85 2.9 2590.3449 8037331.645 855367.989 2588.72 6.97 2586.6502 8037320.933 855366.782 2584.82 11.46 2584.510015 8037325.308 855341.947 2586.98 - 2587.310016 8037322.943 855343.536 2589.06 3.53 2587.6453 8037320.685 855339.233 2589.11 4.86 2591.2452 8037314.955 855343.577 2589.01 7.19 2591.1497 8037303.434 855340.697 2584.86 12.58 2586.110019 8037311.737 855325.198 2589.39 18.16 2589.210018 8037317.626 855321.781 2586.85 7.27 2587.710021 8037303.379 855302.497 2586.88 - 2587.810077 8037300.736 855307.002 2589.67 5.92 2592.710022 8037300.215 855305.093 2589.08 2.06 2591.4458 8037296.856 855301.71 2589.28 4.77 2591.5457 8037293.518 855305.795 2589.47 5.28 2591.210024 8037291.46 855286.668 2586.61 - 2587.510057 8037284.651 855286.588 2590.00 7.61 2591.110058 8037280.879 855290.175 2590.56 5.24 2591.710029 8037283.575 855276.54 2586.57 14.46 2588.2463 8037269.623 855272.81 2589.69 - 2591.1464 8037273.481 855269.686 2589.75 4.96 2591.210030 8037272.964 855258.665 2586.69 11.45 2588.210055 8037267.517 855254.63 2587.53 6.83 2589.710054 8037263.821 855256.349 2589.85 4.69 2587.410034 8037262.726 855240.335 2586.47 16.4 2587.4

Page 2: Validación topográfica

Datos de campo ComparaciónDistancia entre puntos Error Distancia Error Cota

- - -1.024.3 -0.23 -0.682.65 0.25 -1.457.1 -0.13 2.1211.2 0.26 0.32- -0.323.3 0.23 1.465.7 -0.84 -2.098.1 -0.91 -2.0912.8 -0.22 -1.2419.5 -1.34 0.196.8 0.47 -0.85- - -0.924.9 1.02 -3.033.1 -1.04 -2.325.4 -0.63 -2.224.87 0.41 -1.73- - -0.898.9 -1.29 -1.116.7 -1.46 -1.1414.1 0.36 -1.63- - -1.415.3 -0.34 -1.4512.55 -1.1 -1.516.15 0.68 -2.174.1 0.59 2.4516.9 -0.5 -0.93