Presupuesto
Páginas: 9 (2050 palabras)
Publicado: 20 de abril de 2012
No. lad/hilada: 34
Tramo De A Cotas de Terreno Dist H Terreno qdis Tubería Asumida Sección Llena Relaciones Tramo De A Cotas Invert Profundidad Ancho Volumen Volumen Volumen No. de ladrillos Area superficial pozo No. Escalones
Inicial PV PV Inicio Final (m) S(%) acum Sdis % Verificar Φ " V Q qdis/Q d/D Verificar v/V v Verificar Inicial PV PV Inicio Final PV InicialPV Final Zanja Excavación (m3) Relleno (m3) Retiro (m3)
SI 1 2 100.98 100.71 21.10 1.28 0.192493706 1.28 continuar 4 0.96 7.777 0.0248 0.10800 correcto 0.421146 0.404 revisar diametro SI 1 2 99.78 99.51 1.20 1.20 0.75 18.99 18.98 1.91 582.86 4.52 3.43
2 3 100.71 100.19 47.16 1.11 0.933670431 1.11 continuar 4 0.89 7.232 0.1291 0.24200 correcto 0.687704 0.613 correcto 2 399.48 98.96 1.23 1.23 0.75 43.51 43.50 4.36 597.43 4.64 3.51
3 4 100.19 99.32 47.43 1.83 1.491407439 1.83 continuar 8 1.82 59.086 0.0252 0.10900 correcto 0.423599 0.772 correcto 3 4 98.93 98.06 1.26 1.26 0.75 44.82 44.79 4.52 612.00 4.75 3.60
4 PEX1 99.32 97.11 49.12 4.50 1.863572335 4.50 continuar 8 2.86 92.606 0.0201 0.09800 correcto 0.396055 1.131 correcto4 PEX1 98.03 95.82 1.29 1.29 0.75 47.53 47.50 4.79 626.57 4.86 3.69
8 7 89.10 87.53 49.55 3.17 0.286964932 3.17 continuar 8 2.40 77.700 0.0037 0.04400 revisar diametro 0.236362 0.566 revisar diametro 8 7 87.90 86.33 1.20 1.20 0.75 44.60 44.56 4.50 582.86 4.52 3.43
7 6 87.53 85.96 49.55 3.17 0.479458638 3.17 continuar 8 2.40 77.700 0.0062 0.05600 revisardiametro 0.276517 0.663 correcto 7 6 86.30 84.73 1.23 1.23 0.75 45.71 45.68 4.61 597.43 4.64 3.51
SI 6 5 85.96 85.51 48.50 0.93 0.671952344 1.42 continuar 8 1.61 52.065 0.0129 0.07900 revisar diametro 0.345215 0.554 revisar diametro SI 6 5 84.70 84.01 1.26 1.50 0.75 50.20 50.17 5.06 612.00 4.75 3.60
5 9 85.51 80.75 47.83 9.95 2.822489611 9.26 continuar 8 4.10132.844 0.0212 0.10000 correcto 0.401157 1.643 correcto 5 9 83.98 79.55 1.53 1.20 0.75 48.97 48.93 4.94 743.14 5.77 4.37
9 DN1 80.75 79.39 62.92 2.16 2.919522239 2.16 continuar 8 1.98 64.175 0.0455 0.14500 correcto 0.506117 1.002 correcto 9 DN1 79.52 78.16 1.23 1.23 0.75 58.04 58.01 5.84 597.43 4.64 3.51
SI 10 11 86.33 85.47 36.40 2.36 0.372164896 2.36 continuar8 2.07 67.095 0.0055 0.05300 revisar diametro 0.26681 0.552 revisar diametro SI 10 11 85.13 84.27 1.20 1.20 0.75 32.76 32.73 3.32 582.86 4.52 3.43
11 12 85.47 84.08 15.83 8.78 0.564658602 8.78 continuar 8 3.99 129.347 0.0044 0.04700 revisar diametro 0.246749 1.000 correcto 11 12 84.24 82.85 1.23 1.23 0.75 14.60 14.57 597.43 4.64 3.51
12 13 84.08 83.20 47.501.85 0.851623534 1.85 continuar 8 1.83 59.413 0.0143 0.08300 revisar diametro 0.356302 0.700 correcto 12 13 82.82 81.94 1.26 1.26 0.75 44.89 44.86 4.53 612.00 4.75 3.60
13 14 83.20 80.65 40.60 6.28 0.948656162 6.28 continuar 8 3.37 109.395 0.0087 0.06500 revisar diametro 0.304512 1.100 correcto 13 14 81.91 79.36 1.29 1.29 0.75 39.28 39.25 3.97 626.57 4.86 3.6914 DN1 80.65 79.39 21.07 5.98 1.04568879 5.98 continuar 8 3.29 106.744 0.0098 0.06900 revisar diametro 0.316466 1.042 correcto 14 DN1 79.33 78.07 1.32 1.32 0.75 20.86 20.83 2.13 641.14 4.98 3.77
DN1 Pv1 79.39 73.69 43.16 13.21 4.062243656 12.86 revisar pendiente 8 4.83 156.530 0.0260 0.11000 correcto 0.426042 2.056 correcto DN1 Pv1 78.04 72.49 1.35 1.20 0.75 41.2741.24 4.17 655.71 5.09 3.86
SI Pv1 DN-2 73.69 67.99 43.16 13.21 4.159276284 13.21 revisar pendiente 8 4.89 158.631 0.0262 0.11100 correcto 0.428476 2.096 correcto SI Pv1 DN-2 72.46 66.76 1.23 1.23 0.75 39.82 39.78 4.02 597.43 4.64 3.51
9 15 80.75 76.95 41.30 9.20 3.20648717 9.20 continuar 8 4.08 132.406 0.0242 0.10700 correcto 0.418683 1.709 correcto 9 15 79.49...
Tramo De A Cotas de Terreno Dist H Terreno qdis Tubería Asumida Sección Llena Relaciones Tramo De A Cotas Invert Profundidad Ancho Volumen Volumen Volumen No. de ladrillos Area superficial pozo No. Escalones
Inicial PV PV Inicio Final (m) S(%) acum Sdis % Verificar Φ " V Q qdis/Q d/D Verificar v/V v Verificar Inicial PV PV Inicio Final PV InicialPV Final Zanja Excavación (m3) Relleno (m3) Retiro (m3)
SI 1 2 100.98 100.71 21.10 1.28 0.192493706 1.28 continuar 4 0.96 7.777 0.0248 0.10800 correcto 0.421146 0.404 revisar diametro SI 1 2 99.78 99.51 1.20 1.20 0.75 18.99 18.98 1.91 582.86 4.52 3.43
2 3 100.71 100.19 47.16 1.11 0.933670431 1.11 continuar 4 0.89 7.232 0.1291 0.24200 correcto 0.687704 0.613 correcto 2 399.48 98.96 1.23 1.23 0.75 43.51 43.50 4.36 597.43 4.64 3.51
3 4 100.19 99.32 47.43 1.83 1.491407439 1.83 continuar 8 1.82 59.086 0.0252 0.10900 correcto 0.423599 0.772 correcto 3 4 98.93 98.06 1.26 1.26 0.75 44.82 44.79 4.52 612.00 4.75 3.60
4 PEX1 99.32 97.11 49.12 4.50 1.863572335 4.50 continuar 8 2.86 92.606 0.0201 0.09800 correcto 0.396055 1.131 correcto4 PEX1 98.03 95.82 1.29 1.29 0.75 47.53 47.50 4.79 626.57 4.86 3.69
8 7 89.10 87.53 49.55 3.17 0.286964932 3.17 continuar 8 2.40 77.700 0.0037 0.04400 revisar diametro 0.236362 0.566 revisar diametro 8 7 87.90 86.33 1.20 1.20 0.75 44.60 44.56 4.50 582.86 4.52 3.43
7 6 87.53 85.96 49.55 3.17 0.479458638 3.17 continuar 8 2.40 77.700 0.0062 0.05600 revisardiametro 0.276517 0.663 correcto 7 6 86.30 84.73 1.23 1.23 0.75 45.71 45.68 4.61 597.43 4.64 3.51
SI 6 5 85.96 85.51 48.50 0.93 0.671952344 1.42 continuar 8 1.61 52.065 0.0129 0.07900 revisar diametro 0.345215 0.554 revisar diametro SI 6 5 84.70 84.01 1.26 1.50 0.75 50.20 50.17 5.06 612.00 4.75 3.60
5 9 85.51 80.75 47.83 9.95 2.822489611 9.26 continuar 8 4.10132.844 0.0212 0.10000 correcto 0.401157 1.643 correcto 5 9 83.98 79.55 1.53 1.20 0.75 48.97 48.93 4.94 743.14 5.77 4.37
9 DN1 80.75 79.39 62.92 2.16 2.919522239 2.16 continuar 8 1.98 64.175 0.0455 0.14500 correcto 0.506117 1.002 correcto 9 DN1 79.52 78.16 1.23 1.23 0.75 58.04 58.01 5.84 597.43 4.64 3.51
SI 10 11 86.33 85.47 36.40 2.36 0.372164896 2.36 continuar8 2.07 67.095 0.0055 0.05300 revisar diametro 0.26681 0.552 revisar diametro SI 10 11 85.13 84.27 1.20 1.20 0.75 32.76 32.73 3.32 582.86 4.52 3.43
11 12 85.47 84.08 15.83 8.78 0.564658602 8.78 continuar 8 3.99 129.347 0.0044 0.04700 revisar diametro 0.246749 1.000 correcto 11 12 84.24 82.85 1.23 1.23 0.75 14.60 14.57 597.43 4.64 3.51
12 13 84.08 83.20 47.501.85 0.851623534 1.85 continuar 8 1.83 59.413 0.0143 0.08300 revisar diametro 0.356302 0.700 correcto 12 13 82.82 81.94 1.26 1.26 0.75 44.89 44.86 4.53 612.00 4.75 3.60
13 14 83.20 80.65 40.60 6.28 0.948656162 6.28 continuar 8 3.37 109.395 0.0087 0.06500 revisar diametro 0.304512 1.100 correcto 13 14 81.91 79.36 1.29 1.29 0.75 39.28 39.25 3.97 626.57 4.86 3.6914 DN1 80.65 79.39 21.07 5.98 1.04568879 5.98 continuar 8 3.29 106.744 0.0098 0.06900 revisar diametro 0.316466 1.042 correcto 14 DN1 79.33 78.07 1.32 1.32 0.75 20.86 20.83 2.13 641.14 4.98 3.77
DN1 Pv1 79.39 73.69 43.16 13.21 4.062243656 12.86 revisar pendiente 8 4.83 156.530 0.0260 0.11000 correcto 0.426042 2.056 correcto DN1 Pv1 78.04 72.49 1.35 1.20 0.75 41.2741.24 4.17 655.71 5.09 3.86
SI Pv1 DN-2 73.69 67.99 43.16 13.21 4.159276284 13.21 revisar pendiente 8 4.89 158.631 0.0262 0.11100 correcto 0.428476 2.096 correcto SI Pv1 DN-2 72.46 66.76 1.23 1.23 0.75 39.82 39.78 4.02 597.43 4.64 3.51
9 15 80.75 76.95 41.30 9.20 3.20648717 9.20 continuar 8 4.08 132.406 0.0242 0.10700 correcto 0.418683 1.709 correcto 9 15 79.49...
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