Y1= 0.7548por hcanalesY2= 1.3661

Q= 8B.L= 0.3

trapecio b1= 3 canal b2=canal Z= 1.75 acueducto Z=

H= 1.0548 S=n= 0.014S= 0.0025

L transicion= 8.935

V1= 2.3504V2= 2.1451V3= 2.3504

COT_A= 300delta_Y1 0.06 COT_B= 299.33delta_Y2 0.07 COT_C= 299.03

COT_D= 299.71So= 0.0015L= 200

2.730

0.0015 <0.002

12.5 0.22169466