hoja de calculo para cambio de flujo H. canales
4
hoja de calculo para determinar distacias para cambio de tirnate a tirante normal hdraulica de canales datos de canal: datos SECCIÓN: RECTANGULAR Instituto tecnologico b 48 α 1 factores de cambio de unidad Q 273.4 F 1 MKI 1 ingles 1.8476 g 9.80665 paso Δy 0.020 sentido de cambio de tirante n 0.016 yc 1.490 según el tipo de perfil s 0.02 restriccion 5.00% de a yn 0.778 tipo de perfil S3 A arriba Abajo Estacion 1 0.400 19.200 48.800 0.393 14.240 10.338 10.738 0.180 4.76% 0.167 2 0.420 20.160 48.840 0.413 13.562 9.377 9.797 0.153 4.55% 0.142 3 0.440 21.120 48.880 0.432 12.945 8.544 8.984 0.131 4.35% 0.122 5 0.460 22.080 48.920 0.451 12.382 7.817 8.277 0.113 4.17% 0.106 6 0.480 23.040 48.960 0.471 11.866 7.179 7.659 0.098 4.00% 0.092 7 0.500 24.000 49.000 0.490 11.392 6.616 7.116 0.086 3.85% 0.081 8 0.520 24.960 49.040 0.509 10.954 6.117 6.637 0.076 3.70% 0.071 9 0.540 25.920 49.080 0.528 10.548 5.673 6.213 0.067 3.57% 0.063 10 0.560 26.880 49.120 0.547 10.171 5.275 5.835 0.059 3.45% 0.056 11 0.580 27.840 49.160 0.566 9.820 4.917 5.497 0.053 3.33% 0.050 12 0.600 28.800 49.200 0.585 9.493 4.595 5.195 0.047 3.23% 0.045 m = m3/s = m/s2 = m m % m = y (m) A (m2) P (m) R (m) V (m/s) Δ V (%) α V2/2g (m) E (m) sf sf promedio
-
Upload
emiliozempoaltecam -
Category
Documents
-
view
10 -
download
4
description
hoja para calcular la distancia, de cambio en el tirante de un canal con flujo gradualmente variado. con el método de paso constante. solo se necesitan las variables comunes como pendiente, rugosidad, caudal, tirante uno y tirante dos.
Transcript of hoja de calculo para cambio de flujo H. canales
Hoja1datos de canal:datos SECCIN: RECTANGULAR Instituto tecnologico de apizaco bm =48 =1factores de cambio de unidad Qm3/s =273.4F =1MKI 1ingles 1.8476gm/s2 =9.80665paso ym =0.020sentido de cambio de tirante yn =0.016ycm =1.490segn el tipo de perfil s =0.02restriccion % =5.00%de a ynm =0.778tipo de perfil =S3A arriba Abajo
Estacion y (m)A (m2)P (m)R (m)V (m/s) V (%) V2/2g (m)E (m)sfsf promedio x (m)x (m)10.40019.20048.8000.39314.24010.33810.7380.18004.76%0.1676.41920.42020.16048.8400.41313.5629.3779.7970.1536.4194.55%0.1426.65030.44021.12048.8800.43212.9458.5448.9840.13113.0694.35%0.1226.90650.46022.08048.9200.45112.3827.8178.2770.11319.9754.17%0.1067.19160.48023.04048.9600.47111.8667.1797.6590.09827.1664.00%0.0927.51270.50024.00049.0000.49011.3926.6167.1160.08634.6783.85%0.0817.87980.52024.96049.0400.50910.9546.1176.6370.07642.5573.70%0.0718.30490.54025.92049.0800.52810.5485.6736.2130.06750.8613.57%0.0638.801100.56026.88049.1200.54710.1715.2755.8350.05959.6623.45%0.0569.393110.58027.84049.1600.5669.8204.9175.4970.05369.0553.33%0.05010.111120.60028.80049.2000.5859.4934.5955.1950.04779.1653.23%0.04510.999130.62029.76049.2400.6049.1874.3034.9230.04290.1643.13%0.04012.128140.64030.72049.2800.6238.9004.0384.6780.038102.2933.03%0.03613.611150.66031.68049.3200.6428.6303.7974.4570.034115.9042.94%0.03315.644160.68032.64049.3600.6618.3763.5774.2570.031131.5492.86%0.03018.602170.70033.60049.4000.6808.1373.3764.0760.028150.1502.78%0.02723.295180.72034.56049.4400.6997.9113.1913.9110.026173.4452.70%0.02531.878190.74035.52049.4800.7187.6973.0213.7610.024205.3232.63%0.02352.572200.76036.48049.5200.7377.4952.8643.6240.022257.8952.33%0.021140.984210.77837.34949.5560.7547.3202.7323.510126950.020398.879
hoja de calculo para determinar distacias para cambio de tirnate a tirante normal hdraulica de canales
Hoja2
Hoja3
