2
DISEÑO DE MAXIMA EFICIENCIA HIDRAULICA DE UN CANAL TRAPEZOIDAL TIRANTE BASE AREA PERIMETRO RADIO H. 0.380 0.230 0.304 1.600 0.190 0.600 0.363 0.758 2.527 0.300 0.700 0.424 1.032 2.948 0.350 0.800 0.484 1.348 3.369 0.400 0.900 0.545 1.705 3.790 0.450 0.950 0.575 1.900 4.001 0.475 1.000 0.606 2.106 4.211 0.500 1.100 0.666 2.548 4.632 0.550 1.200 0.727 3.032 5.053 0.600 1.300 0.787 3.558 5.474 0.650 1.350 0.817 3.837 5.685 0.675 1.380 0.836 4.010 5.811 0.690 1.390 0.842 4.068 5.853 0.695 1.400 0.848 4.127 5.896 0.700 1.450 0.878 4.427 6.106 0.725 1.520 0.920 4.865 6.401 0.760 1.530 0.927 4.930 6.444 0.765 1.530 0.927 4.930 6.444 0.765 1.530 0.927 4.930 6.444 0.765

Excel Para Calculode Caudal Final

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Page 1: Excel Para Calculode Caudal Final

DISEÑO DE MAXIMA EFICIENCIA HIDRAULICA DE UN CANAL TRAPEZOIDAL DATOSZn (coef. De manyS

TIRANTE BASE AREA PERIMETRO RADIO H. TIRANNTE0.380 0.230 0.304 1.600 0.190 1.3700.600 0.363 0.758 2.527 0.300 2.1630.700 0.424 1.032 2.948 0.350 2.5240.800 0.484 1.348 3.369 0.400 2.8840.900 0.545 1.705 3.790 0.450 3.2450.950 0.575 1.900 4.001 0.475 3.4251.000 0.606 2.106 4.211 0.500 3.6061.100 0.666 2.548 4.632 0.550 3.9661.200 0.727 3.032 5.053 0.600 4.3271.300 0.787 3.558 5.474 0.650 4.6871.350 0.817 3.837 5.685 0.675 4.8671.380 0.836 4.010 5.811 0.690 5.7531.390 0.842 4.068 5.853 0.695 5.0121.400 0.848 4.127 5.896 0.700 5.0481.450 0.878 4.427 6.106 0.725 5.2281.520 0.920 4.865 6.401 0.760 5.4801.530 0.927 4.930 6.444 0.765 5.5171.530 0.927 4.930 6.444 0.765 5.5171.530 0.927 4.930 6.444 0.765 5.517

Page 2: Excel Para Calculode Caudal Final

DATOS1.5

0.0160.0015

CAUDAL METAQ

CAUDAL0.2460.8291.2491.7822.4372.8143.2264.1565.2396.4827.1667.5987.7457.8948.6679.825

10.00010.00110.001