%%HP: T(1)A(D)F(.);

"CanaleS
Datos:

i=	0.0000
Q=	6 m3/s
B=	3 m
M=	1.5
N=	0.012

	B      H     W
3.00  0.50  1.88
3.00  1.85 10.68

X      R      C
4.80  0.39  71.24
9.67  1.10  84.73

V      Q
0.28 0.38
0.56 6.02
       
B  Base	
H  Altura	
W  Area	
X  Perimetro Mojado	
R  Radio Hidraulico	
C  Coeficiente de Chezy				
V  Velocidad	
Q  Caudal

*Formulas:	

W = ( b + mh) h 
X = b + 2h (1 +m2)0.5	
R = w / x
C = 1 / n (R)1/6
Q = w * c ( R i )0.5	
V = Q / w"
FTL2 DROP

