curvas características de un canal de seccion circular - monja
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CURVAS CARACTERSTICAS EN UN CANAL DE SECCION CIRCULAR CON FLUJO PARCIALMENTE LLENO
GENERALIDADES:Seccin tpica de canal circular parcialmente lleno:
Datos: D, Sf, n (cte, vble) Formulas:2*
CURVA CARACTERISTICA DE LA VELOCIDAD
DATOSCALCULOS
D =3.00m =0.073Rad
Sf =0.0005/oooA = 0.000m2
n =0.013Conc. LisoP =0.110m
"n" ConstanteRh =0.001m
0.00 y 3.00
y = 0.001mV =0.013m/s
TIRANTE (Y)VELOCIDAD (V)V/VoY/D
y = 0.001mV =0.013m/sV/Vo =0.009Y/D =0.000
y = 0.301mV =0.571m/sV/Vo =0.402Y/D =0.100
y = 0.601mV =0.874m/sV/Vo =0.616Y/D =0.200
y = 0.901mV =1.103m/sV/Vo =0.777Y/D =0.300
y = 1.201mV =1.281m/sV/Vo =0.903Y/D =0.400
y = 1.501mV =1.420m/sV/Vo =1.000Y/D =0.500
y = 1.801mV =1.523m/sV/Vo =1.073Y/D =0.600
y = 2.101mV =1.590m/sV/Vo =1.120Y/D =0.700
y = 2.289mV =1.613m/sV/Vo =1.136Y/D =0.763
y = 2.439mV =1.619m/sV/Vo =1.140Y/D =0.813
y = 2.589mV =1.612m/sV/Vo =1.135Y/D =0.863
y = 2.739mV =1.588m/sV/Vo =1.119Y/D =0.913
y = 2.889mV =1.538m/sV/Vo =1.083Y/D =0.963
y = 2.964mV =1.488m/sV/Vo =1.048Y/D =0.988
yo = 3.000mVo =1.420m/sV/Vo =1.000Y/D =1.000
CURVA CARACTERISTICA DEL CAUDAL
DATOSCALCULOS
D =3.00m =0.073Rad
Sf =0.0005/oooA = 0.000m2
n =0.013Conc. LisoP =0.110m
"n" ConstanteRh =0.001m
0.00 y 3.00V =0.013m/s
y = 0.001mQ= 0.000m3/s
TIRANTE (Y)CAUDAL (Q)Q/QoY/D
y = 0.001mQ =0.000m/sQ/Qo =0.000Y/D =0.000
y = 0.301mQ =0.211m/sQ/Qo =0.021Y/D =0.100
y = 0.601mQ =0.882m/sQ/Qo =0.088Y/D =0.200
y = 0.901mQ =1.970m/sQ/Qo =0.196Y/D =0.300
y = 1.201mQ =3.387m/sQ/Qo =0.338Y/D =0.400
y = 1.501mQ =5.024m/sQ/Qo =0.501Y/D =0.500
y = 1.801mQ =6.749m/sQ/Qo =0.672Y/D =0.600
y = 2.101mQ =8.408m/sQ/Qo =0.838Y/D =0.700
y = 2.401mQ =9.814m/sQ/Qo =0.978Y/D =0.800
y = 2.551mQ =10.345m/sQ/Qo =1.031Y/D =0.850
y = 2.676mQ =10.655m/sQ/Qo =1.062Y/D =0.892
y = 2.819mQ =10.796m/sQ/Qo =1.076Y/D =0.940
y = 2.962mQ =10.507m/sQ/Qo =1.047Y/D =0.987
yo = 3.000mQo =10.036m/sQ/Qo =1.000Y/D =1.000
CURVA CARACTERISTICA DE LA VELOCIDADPara n variable
DATOSCALCULOS
D =3.00m =0.073Rad
Sf =0.0005/oooA = 0.000m2
n =0.013Conc. LisoP =0.110m
"n" VariableRh =0.001m
0.00 y 3.00
y = 0.001mV =0.013m/s
TIRANTE (Y)VELOCIDAD (V)V/VoY/D
y = 0.001mV =0.013m/sV/Vo =0.008Y/D =0.000
y = 0.216mV =0.465m/sV/Vo =0.292Y/D =0.072
y = 0.431mV =0.726m/sV/Vo =0.456Y/D =0.144
y = 0.646mV =0.934m/sV/Vo =0.587Y/D =0.215
y = 0.861mV =1.110m/sV/Vo =0.697Y/D =0.287
y = 1.076mV =1.261m/sV/Vo =0.792Y/D =0.359
y = 1.291mV =1.391m/sV/Vo =0.874Y/D =0.430
y = 1.506mV =1.503m/sV/Vo =0.945Y/D =0.502
y = 1.721mV =1.597m/sV/Vo =1.004Y/D =0.574
y = 1.936mV =1.674m/sV/Vo =1.052Y/D =0.645
y = 2.151mV =1.731m/sV/Vo =1.088Y/D =0.717
y = 2.366mV =1.767m/sV/Vo =1.110Y/D =0.789
y = 2.581mV =1.777m/sV/Vo =1.116Y/D =0.860
y = 2.796mV =1.748m/sV/Vo =1.099Y/D =0.932
yo = 3.000mVo =1.591m/sV/Vo =1.000Y/D =1.000
CURVA CARACTERISTICA DEL CAUDALPara n variable
DATOSCALCULOS
D =3.00m =0.073Rad
Sf =0.0005/oooA = 0.000m2
n =0.013Conc. LisoP =0.110m
"n" VariableRh =0.001m
0.00 y 3.00V =0.013m/s
y = 0.001mQ= 0.000m3/s
TIRANTE (Y)CAUDAL (Q)Q/QoY/D
y = 0.001mQ =0.000m/sQ/Qo =0.000Y/D =0.000
y = 0.216mQ =0.106m/sQ/Qo =0.009Y/D =0.072
y = 0.431mQ =0.453m/sQ/Qo =0.041Y/D =0.144
y = 0.646mQ =1.044m/sQ/Qo =0.094Y/D =0.215
y = 0.861mQ =1.861m/sQ/Qo =0.167Y/D =0.287
y = 1.076mQ =2.874m/sQ/Qo =0.258Y/D =0.359
y = 1.291mQ =4.048m/sQ/Qo =0.363Y/D =0.430
y = 1.506mQ =5.340m/sQ/Qo =0.479Y/D =0.502
y = 1.721mQ =6.701m/sQ/Qo =0.601Y/D =0.574
y = 1.936mQ =8.073m/sQ/Qo =0.724Y/D =0.645
y = 2.151mQ =9.388m/sQ/Qo =0.842Y/D =0.717
y = 2.381mQ =10.633m/sQ/Qo =0.953Y/D =0.794
y = 2.611mQ =11.580m/sQ/Qo =1.038Y/D =0.870
yo = 3.000mQo =11.152m/sQ/Qo =1.000Y/D =1.000