• Author / Uploaded
• Jorge Aroni

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Tirante en un canal circular

do (m) S n Q (m3/s)

Caso 1 1.22 Alcantarilla de 48" 0.004 0.024 0.8

Determinar el tirante para un caudal de 0.8 m3/s y (m) (1- 2y/do) 0.61 0.00000 0.915 -0.50000 0.7625 -0.25000 0.68625 -0.12500 0.64813 -0.06250 0.66719 -0.09375 0.6577 -0.07813 0.6624 -0.08594

q A (m2) 3.14159 0.584 4.18879 0.940 3.64695 0.769 3.39225 0.677 3.26667 0.631 3.32937 0.654 3.29800 0.643 3.31368 0.648

P (m) 1.91637 2.55516 2.22464 2.06927 1.99267 2.03091 2.01178 2.02134

Determinación de número de Froude - Canal Circular T (m) D (m) U (m/s) Fr

1.215487 0.533424 1.233865 0.539493

R (m) 0.30500 0.36806 0.34549 0.32730 0.31665 0.32210 0.31941 0.32076

Q (m3/s) AR^(2/3) S^0.5/n 0.6979 1.2728 0.9972 0.8476 0.7725 0.8100 0.7912

0.8006