Calculo Con Formula Del Tirante Critico de Una Seccion Trapecial
Calculo de Tirante
8
Dist. Total progresivas distancia Vertical pendiente ancho de cRugosidad L D v (m) S b (m) n 434 6620 20 0.04 0.002 8.6 0.035 6640 20 0.04 0.002 9.4 0.035 6660 20 0.29 0.015 11 0.035 6680 20 0.41 0.021 12.9 0.035 6700 20 0.62 0.031 17.8 0.035 6720 20 0.65 0.032 15.8 0.035 6740 20 0.41 0.021 10.4 0.035 6760 20 1.04 0.052 10.1 0.035 6780 20 0.90 0.045 7.5 0.035 6800 20 0.16 0.008 7.9 0.035 6820 20 0.87 0.044 10.8 0.035 6840 20 0.89 0.045 10.3 0.035 6860 20 0.52 0.026 10.1 0.035 6880 20 0.60 0.030 11.5 0.035 6900 20 0.71 0.036 10.5 0.035 6920 20 0.55 0.028 10 0.035 6940 20 0.67 0.034 11.6 0.035 6960 20 0.38 0.019 12.6 0.035 6980 20 0.58 0.029 15.9 0.035 7000 20 0.65 0.033 9.4 0.035 7020 20 0.29 0.015 7.1 0.035 7040 14 0.34 0.024 7.4 0.035 7054
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calculo por tramos de tirantes de canal
Transcript of Calculo de Tirante
calculos de tirantesDist.
TotalprogresivasdistanciaVerticalVerticalpendienteancho de
canalRugosidadCaudal Max.RelacionRelacionTaludRelacionTirantealtura
minima Gavion externoLDv (m)Sb (m)n
Jenny-jack: Jenny-jack:tierra con piedraQ (m3/s)A(R)2/3A(R) 2/3 /
(b)8/3Z
Jenny-jack: Jenny-jack:proyectado
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