Prueba y (m) Q (m3/s) v (m/s) R (m) S

n pasto1 0.09 0.00477 0.53 0.03214286 0.012 0.06 0.00282 0.47 0.02727273 0.013 0.03 0.00132 0.44 0.01875 0.01

n ondulado1 0.09 0.00684 0.76 0.03214286 0.012 0.06 0.0027 0.45 0.02727273 0.013 0.03 0.00102 0.34 0.01875 0.01

n grava1 0.09 0.00819 0.91 0.03214286 0.012 0.06 0.00276 0.46 0.02727273 0.013 0.03 0.00126 0.42 0.01875 0.01

n arena1 0.09 0.00531 0.59 0.03214286 0.012 0.06 0.00222 0.37 0.02727273 0.013 0.03 0.00099 0.33 0.01875 0.01

pasto ondulado grava arena53 76 91 5947 45 46 3744 34 42 33

A (m2) n0.009 0.01907423440.006 0.01927766910.003 0.01604038690.009 0.01330176870.006 0.02013445440.003 0.02075814770.009 0.01110916950.006 0.01969674890.003 0.01680421480.009 0.01713448180.006 0.024487850.003 0.0213871825 0.00477 0.00282 0.00132

0

0.005

0.01

0.015

0.02

0.025

0.03

COEFICIENTE DE RUGOSIDAD VS CAUDAL

n-Paston-Onduladon-Gravan-Arena

Caudal m3/s

n

0.00477 0.00282 0.001320

0.005

0.01

0.015

0.02

0.025

0.03

COEFICIENTE DE RUGOSIDAD VS CAUDAL

n-Paston-Onduladon-Gravan-Arena

Caudal m3/s

n