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7/25/2019 Calculos Tipo Creager
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AZUD VERTEDERO PERF
TABLA DE DAT
DATOS
Q = 0.0022441L = 0.195C = 1P = 0.257
Calculo de la carga total sobre la cresta, !clu"e l
Despejando Ho
Ho = 0.0510
Deter&!ar la carga de #el
Ha = 8.4298E-05
Deter&!aco! d
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He = 0.0509
Deter&!ar el coe(ce!te
Esos !oe"!#enes son $a%#dos so%a&ene !'ando %a se!!#on de %a !($e(#ene es de!#( !'ando He+Ho =1
Co = ,.95
P+Ho = 10.0784,1
Deter&!ar los !ue#os #alor
DATOSQ = 0.00079,C = ,.95L = 0.195P = 0.257
Deter&!ar los #alore
Dee(&#na( e% $a%o( de
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Dee(&#na( e% $a%o( de n
K = 0.5
n = 1.85
Calculo $ara el $er(l
X Y
0 01 !& 0.01 -0.0049182 !& 0.02 -0.0177,, !& 0.0, -0.0,75,94 !& 0.04 -0.0,9175 !& 0.05 -0.0958, !& 0.0 -0.1,5,287 !& 0.07 -0.17998
Figura 2 /a!o(es pa(a %a dee(&#na!#n de %as !onsa
0.48
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8 !& 0.08 -0.2,04219 !& 0.09 -0.285210 !& 0.1 -0.,48182
0.11 -0.415,20.12 -0.487850.1, -0.5572
0.14 -0.488490.15 -0.7,718,0.1 -0.8,070.17 -0.9292590.18 -1.0,2900.19 -1.141550.2 -1.255197
0.21 -1.,7,740.22 -1.4972,0.2, -1.2550.24 -1.758722
0.25 -1.8980.2 -2.0,94220.27 -2.1890,0.28 -2.,,910.29 -2.495990., -2.5754
0 0.05 0.1 0.15
-2
-1.5
-1
-0.5
0
PERFIL TIPO
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-,
-2.5
Axis Tit
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L CREAGER
S
carga de #elocdad de a$ro%&ac'!
DATOSQ 0.0022441C 1L 0.195
&
cdad del (lu)o
DATOSQ 0.0022441P 0.2,2
Ho 0.051L 0.195
&
*e
DATOS
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Ho 0.051Ha 8.4,E-005
&
e descarga Co
sa de% $e(ede(o s#)'e %a *o(&a #dea% de %a %a&#na
s de *o , *a " *e
Ho = 0.01019
Ha = 0.00001
He = 0.01018
s de + " !
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de aud
nes 3 n de% $e(ede(o s#n !on(o%
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0.2 0.25 0., 0.,5
REAGER
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CADAL DE DESCA6A PAA ETAA DE CAPTAC: TPO CEA6
DA' =L =) =
Q ;&,+s< ;&<0 0
,.8E-005 0.0020.00079,4 0.0150.0012215 0.020.0017071 0.0250.0022441 0.0,0.0028278 0.0,5
0.00,455 0.040.004122 0.045
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OS0.750.1959.81
