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

"calcula la prof.
en un cauce de seccion trapezoidal
para Q=1.1 m3/s
b=1m;m=1
          Q^2/g=.14m5
        1.1(1.1)^2/9.81=0.14
B=b+2hm
W=(b+b)h/2
h    | B  | W   |W^3  |W^3/B
0.445|1.89|0.643|0.266|0.141**
0.5  |2   |0.750|0.42 |0.21
0.45 |1.9 |0.653|0.278|0.15

hcri=0.445 
"
FTL2 DROP

