Download - Energia Especifica
TRAMO KM 00+000-KM 00+460
Datos del canalN° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.002 m/m4 n= 0.0155 b= 0.5 m
y E Emin0.05 11.71238064 0.4850582028790.10 2.7215924740.15 1.2032965030.20 0.7382043590.25 0.564278120.30 0.4999326880.35 0.4850582030.40 0.495397620.45 0.5197571610.50 0.5524426730.55 0.5903343370.60 0.6316196390.65 0.6751943260.70 0.7203586380.75 0.7666541910.80 0.813772070.85 0.8614989230.90 0.9096841950.95 0.9582196131.00 1.007025987
La energia especifica es funcion del tirante con Q=cte
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
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0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
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Curva de EnergiaAsintota
Energia
Tira
nte
Yc
TRAMO KM 00+000-KM 00+460
N° DESCRIPCION
1 Q=2 Z=3 S=4 n=5 b=6 E=
Y Q Qmax0.05 0.077257396 0.40.10 0.1532994480.15 0.2256029620.20 0.2911073410.25 0.3459319090.30 0.3848329580.35 0.40.40 0.3777020340.45 0.283570087
La energia especifica es funcion del tirante con Q=cte
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
CAUDAL VS TIRANTE (E=CTE)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.20
0.40
0.60
0.80
1.00
1.20
Curva de Energia Asintota
Caudal
Tira
nte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de EnergiaAsintota
Energia
Tira
nte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
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0.90
1.00
1.10
Curva de EnergiaAsintota
Caudal
Tira
nte
TRAMO KM 00+000-KM 00+460
VALOR UNIDADES
0.4 m3/s0.5770.002 m/m0.015
0.5 m0.485058203 m-kg/kg
El caudal es funcion del tirante con E=cte
CAUDAL VS TIRANTE (E=CTE)
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.20
0.40
0.60
0.80
1.00
1.20
Curva de Energia Asintota
Caudal
Tira
nte
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de EnergiaAsintota
Caudal
Tira
nte
TRAMO KM 00+460-KM 01+400
Datos del canalN° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.004 m/m4 n= 0.0155 b= 0.5 m
y E Emin0.05 11.7123806 0.48505820.10 2.721592470.15 1.20329650.20 0.738204360.25 0.564278120.30 0.499932690.35 0.48505820.40 0.495397620.45 0.519757160.50 0.552442670.55 0.590334340.60 0.631619640.65 0.675194330.70 0.720358640.75 0.766654190.80 0.813772070.85 0.861498920.90 0.90968420.95 0.958219611.00 1.00702599
La energia especifica es funcion del tirante con Q=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
TRAMO KM 00+460-KM 01+400
N° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.004 m/m4 n= 0.0155 b= 0.5 m6 E= 0.4850582 m-kg/kg
y Q Qmax0.05 0.0772574 0.40.10 0.153299450.15 0.225602960.20 0.291107340.25 0.345931910.30 0.384832960.35 0.40.40 0.377702030.45 0.28357009
La energia especifica es funcion del tirante con Q=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
CAUDAL VS TIRANTE (E=CTE)
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
TRAMO KM 00+460-KM 01+400 TRAMO KM 00+460-KM 02+094
Datos del canalN°
12345
y E0.05 11.71238060.10 2.721592470.15 1.20329650.20 0.738204360.25 0.564278120.30 0.499932690.35 0.48505820.40 0.495397620.45 0.519757160.50 0.552442670.55 0.590334340.60 0.631619640.65 0.675194330.70 0.720358640.75 0.766654190.80 0.813772070.85 0.861498920.90 0.90968420.95 0.958219611.00 1.00702599
El caudal es funcion del tirante con E=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
CAUDAL VS TIRANTE (E=CTE) ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
TRAMO KM 00+460-KM 02+094
Datos del canalDESCRIPCION VALOR UNIDADES
Q= 0.4 m3/sZ= 0.577S= 0.0015 m/mn= 0.015b= 0.5 m
Emin0.4850582
La energia especifica es funcion del tirante con Q=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Energia
Tira
nte
ENERGÍA ESPECÍFICA VS TIRANTE (Q=CTE)
𝐸=𝑦+𝑄^2/(2𝑔𝐴^2 )
TRAMO KM 00+460-KM 02+094
N° DESCRIPCION VALOR UNIDADES
1 Q= 0.4 m3/s2 Z= 0.5773 S= 0.0015 m/m4 n= 0.0155 b= 0.5 m6 E= 0.4850582 m-kg/kg
y Q Qmax0.05 0.0772574 0.40.10 0.153299450.15 0.225602960.20 0.291107340.25 0.345931910.30 0.384832960.35 0.40.40 0.377702030.45 0.28357009
El caudal es funcion del tirante con E=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
CAUDAL VS TIRANTE (E=CTE)
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
TRAMO KM 00+460-KM 02+094
El caudal es funcion del tirante con E=cte
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
Curva de Energia Asintota
Caudal
Tira
nte
𝑄=√2𝑔 A(𝐸−𝑦)^(1/2)
