Varios

CALCULO DEL TRAMPOLIN SUMERGIDO:
Datos:
Q= 4.5 m3/sg Q=C*b*Ho3/2
n= 0.012 A=yo*by P=2Y0+ b
S=0.007 R=AP
C=2.2 R=Y0*b2Y0+1.1547Y0=0.32b
Vertedero rectangular Q=1n*A*R2/3S1/2
P= 9 m
1PIE=0.3048m 0.013*4.5=Y0*b (0.32b)2/3(0.007)1/2
0.0585=0.039*Y0*b5/3
0.0585=0.039(b/1.1547)*b5/3
1.732=b8/3
b=1.23m≈2.00m
Q=A*Vby0=1.11547 Optimo V=4.51.73=2.6msg
b=1.1547 y0 F=Vg*y0=2.69.8*1.730.63
Y0 = 2.00/1.1547 =1.73m
Q=C*b*Ho3/24.5=2.2*2*Ho3/2
H=1.02m≈1.00m
H=Hd+ V22*g1.0=Hd+ 2.622*9.81
Hd=0.66 m
Z= P +hd = 7+1=8m
V=47.5 pies=14.78 m/sg
V=2*9.81*8 =12.53m
ypies=QL*Vpies = 4.52*12.53=0.18 m

F=Vg*y0=12.539.81*0.18=9.43;Varia de 7 a 39

Q=C*b*Ho3/2
YC=(Q/b)2g=(4.5/2)29.81=0.80m
FORMULA DEL PERFIL DEL VERTEDERO:
Datos: n=1.85; K=2
Xn=K* Hdn-1*y
X1.85=2.00* 0.66(1.85-1)*yR= 10(V+6.4*H+16)/((3.6*H+64)
R= 10(40+6.4*3.28+16)/(3.6*3.28+64)
R= 10.37 pies
R= 3.16 m

CALCULO DEL DEFLECTOR DEL VERTEDERO:


Rmin=y1+v122g*0.12

Rmin=0.18+ 12.5322*9.81*0.12

Rmin=0.98m ≈1.00m

Altura del bloque: 0.05R= 0.005*1.00=0.005mAncho del bloque:0.125R00.125*1=0.125m

PROYECCIÓN DEL CHORRO:
Datos: Nota: falta el dato de cota o se impone.
α= 150
y2= 0.80
Y=x*tgα- x23.60y2+V22*g*cos2α