seccion de canal
DESCRIPTION
SECCION DE CANALTRANSCRIPT
MANU final (2)DISEO DE CANAL TRAPEZOIDAL - SAN JUAN DE PILLOCLCULO DE SECCION (S= 0.002) TALUD (Z) =1PENDIENTE (S) =0.002COEF. DE RUGOSIDAD (n) =0.015CAUDAL (Q)=3.83m3/sgravedad (g) =9.81m/s2AREA (A) =1.83m2Preestimandob=0.831A=1.83P=3.66
P4.52b 1.02mY1.24mT3.5mD0.52V2.09m/sF0.925FLUJO SUBCRITICOYc (Q2/g) = (b*Yc + Z*Yc)/ (b+2*Z*Yc)ITERANDO0.71m1.500.93Emin0.93m-kg/kg
CLCULO DE SECCION (S= 0.005) TALUD (Z) =1PENDIENTE (S) =0.005COEF. DE RUGOSIDAD (n) =0.015CAUDAL (Q)=3.83m3/sgravedad (g) =9.81m/s2AREA (A) =1.83m2Preestimandob=0.831A=1.83P=3.66
P5.37b 1.22mY1.47m1.420T4.2m1.4172D0.44V2.09m/sF1.008FLUJO SUPER CRITICOYc (Q2/g) = (b*Yc + Z*Yc)/ (b+2*Z*Yc)ITERANDO0.99m1.501.50Emin1.21m-kg/kgCLCULO DE SECCION (S= 0.002) TALUD (Z) =1PENDIENTE (S) =0.002COEF. DE RUGOSIDAD (n) =0.015CAUDAL (Q)=3.83m3/sgravedad (g) =9.81m/s2AREA (A) =1.83m2Preestimandob=0.831A=1.83P=3.66
P4.52b 1.02mY1.24mT3.5mD0.52V2.09m/sF0.925FLUJO SUBCRITICOYc (Q2/g) = (b*Yc + Z*Yc)/ (b+2*Z*Yc)ITERANDO1.10m1.501.50Emin1.32m-kg/kg
V=3.11m/sr1=0.69J=114.67.7-5.62-24.9t=1.44413.815.5-5.62ITERACION RESALTO HIDRULICONEWTON RAPHSONVALOR "J"J=114.67.7-5.62-24.911-17.1507651151.62413.815.5-5.6227.649000593521.62030325686.90688061111.5372.706126586831.5253060271.88424197221.50X1=164.2887990101X2=1.6641.49599700270.44066108821.4961.809823436751.48886769770.09691869471.49J61.2150982357
CLCULO DE LONGITUD DE RESALTO HIDRULICOELEMENTOVALORJ =1.49Y2=J*Y11.06H=Y2-Y10.35y2=0.180942922E1=1.20E2=1.14E=E1-E20.06Long resaltoL=3.67metrosF=1.50RESALTO ONDULADO
0.710.710.710.93
MANU finalDISEO DE CANAL TRAPEZOIDAL - SAN JUAN DE PILLOCLCULO DE SECCION (S= 0.002) TALUD (Z) =1PENDIENTE (S) =0.002COEF. DE RUGOSIDAD (n) =0.015CAUDAL (Q)=3.83m3/sgravedad (g) =9.81m/s2AREA (A) =1.83m2Preestimandob=0.831A=1.83P=3.66
P4.52b 1.02mY1.24mT3.5mD0.52V2.09m/sF0.925FLUJO SUBCRITICOYc (Q2/g) = (b*Yc + Z*Yc)/ (b+2*Z*Yc)ITERANDO0.71m1.500.93Emin0.93m-kg/kg
CLCULO DE SECCION (S= 0.005) TALUD (Z) =1PENDIENTE (S) =0.005COEF. DE RUGOSIDAD (n) =0.015CAUDAL (Q)=3.83m3/sgravedad (g) =9.81m/s2AREA (A) =1.83m2Preestimandob=0.831A=1.83P=3.66
P5.37b 1.22mY1.47m1.420T4.2m1.4172D0.44V2.09m/sF1.008FLUJO SUPER CRITICOYc (Q2/g) = (b*Yc + Z*Yc)/ (b+2*Z*Yc)ITERANDO0.99m1.501.50Emin1.21m-kg/kgCLCULO DE SECCION (S= 0.002) TALUD (Z) =1PENDIENTE (S) =0.002COEF. DE RUGOSIDAD (n) =0.015CAUDAL (Q)=3.83m3/sgravedad (g) =9.81m/s2AREA (A) =1.83m2Preestimandob=0.831A=1.83P=3.66
P4.52b 1.02mY1.24mT3.5mD0.52V2.09m/sF0.925FLUJO SUBCRITICOYc (Q2/g) = (b*Yc + Z*Yc)/ (b+2*Z*Yc)ITERANDO1.10m1.501.50Emin1.32m-kg/kg
ITERACION RESALTO HIDRULICOV=3.11m/sr1=0.69J=114.67.7-5.62-24.9t=1.44413.815.5-5.62
NEWTON RAPHSONVALOR "J"J=114.67.7-5.62-24.911-17.1507651151.62413.815.5-5.6227.649000593521.62030325686.90688061111.5372.706126586831.5253060271.88424197221.50X1=164.2887990101X2=1.6641.49599700270.44066108821.4961.809823436751.48886769770.09691869471.49J61.2150982357
CLCULO DE LONGITUD DE RESALTO HIDRULICOELEMENTOVALORJ =1.49Y2=J*Y11.06H=Y2-Y10.35y2=0.180942922E1=1.20E2=1.14E=E1-E20.06Long resaltoL=3.67metrosF=1.50RESALTO ONDULADO
0.710.710.710.93
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