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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
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