Ejerc 13Clculo del Tirante Uniforme YoTirante UniformePendiente tirante uniformeCoef. De RugosidadCaudalAncho del canalPendientereaNmero de Froude para YoPermetroRadio HidrulicoVerificacinYoSonQbPAAprox. Q-F(y)=0FrPeRSomm/smmmm4.563.00E-040.02899.99999966236010481.190.0000000840.2798587385151.60892878213.170.0003Clculo del Tirante Crtico YcTirante CrticoPendiente tirante crticoCoef. De RugosidadCaudalAncho del canalPendientereaNmero de Froude para YcPermetroRadio HidrulicoYcScnQbPAAprox Fr=1FrPeRScmm/smmmm2.294.13E-030.02899.99999966236010189.941.00000037470.9999996253106.04763982451.790.0041Se observa que Yo>Yc y So Tendremos una curva tipo D1Curva de RemansoAltura perfilPendiente tirante uniformeCoef. De RugosidadCaudalAncho del canalPendientePermetro mojado para canal trapez.rea transversalVelocidadRadio HidrulicoPendiente lnea de energaPromedio PendienteEnerga totalYiSonQbPPiAiViRiSfiSfmedioEiDxxmm/smmmm/smmm10.003.00E-040.02899.99999966236010261.001600.000.566.130.0000112805- - -10.02- - -00.00E+0010.009.703.00E-040.02899.99999966236010254.971522.900.595.970.0000128910.00001208579.72103610363.11E-0110.019.403.00E-040.02899.99999966236010248.941447.600.625.820.00001478550.00001383839.42104220786.23E-0110.029.103.00E-040.02899.99999966236010242.911374.100.655.660.00001702440.0000159059.12104831269.38E-0110.048.803.00E-040.02899.99999966236010236.881302.400.695.500.00001968320.00001835388.82105641831.25E+0010.058.503.00E-040.02899.99999966236010230.851232.500.735.340.00002285720.00002127028.53106652491.57E+0010.078.203.00E-040.02899.99999966236010224.821164.400.775.180.00002666730.00002476238.23107863271.90E+0010.107.903.00E-040.02899.99999966236010218.791098.100.825.020.00003126820.00002896787.93109374202.23E+0010.137.603.00E-040.02899.99999966236010212.761033.600.874.860.00003685970.0000340647.64111285312.56E+0010.167.303.00E-040.02899.99999966236010206.73970.900.934.700.00004370150.00004028067.34113596662.90E+0010.207.003.00E-040.02899.99999966236010200.70910.000.994.530.00005213530.00004791847.051166108323.25E+0010.256.703.00E-040.02899.99999966236010194.67850.901.064.370.00006261480.0000573756.761207120393.61E+0010.316.403.00E-040.02899.99999966236010188.64793.601.134.210.00007574950.00006918216.471263133023.99E+0010.396.103.00E-040.02899.99999966236010182.61738.101.224.040.00009236820.00008405886.181342146444.39E+0010.495.803.00E-040.02899.99999966236010176.58684.401.323.880.00011361320.00010299075.891460161044.83E+0010.635.503.00E-040.02899.99999966236010170.55632.501.423.710.00014108290.0001273485.601650177545.33E+0010.835.203.00E-040.02899.99999966236010164.52582.401.553.540.00017704930.00015906615.321997197515.93E+0011.134.903.00E-040.02899.99999966236010158.49534.101.693.370.00022480250.00020092595.042796225476.76E+0011.664.603.00E-040.02899.99999966236010152.46487.601.853.200.00028920310.00025700284.776304288518.66E+0013.264.563.00E-040.02899.99999966236010151.65481.541.873.180.0002994040.00029430354.746249350991.05E+0115.09

Ejerc 13

Fondo del CanalCurva de RemansoLongitud (m)Altura (m)Curva de Remanso

Ejemplo Teoria (pag40)Clculo del tirante uniforme y0Datos a ingresarCaractersticas GeomtricasCaractersticas HidrulicasPendiente tirante uniformeCoef. de RugosidadCaudalAncho del canalPendientereaPermetroRadio HidrulicoAncho SuperficialEcuacin de ManningTirante UniformeNmero de Froude para YoSonQbzAPRTYoFrA/Pm3/smmmmmm0.000300.029006010481.19151.613.17151.150.004.560.2798587385Para secciones rectangulares, utilizar z=0Ir a: Herramientas, Buscar Objetivo, Definir la Celda J7 con el valor 0 para cambiar la celda K7Clculo del tirante crtico ycDatos a ingresarCaractersticas GeomtricasCaractersticas HidrulicasCoef. de RugosidadCaudalAncho del canalPendientereaPermetroRadio HidrulicoAncho SuperficialNmero de Froude para YcTirante CrticoPendiente crticanQbzAPeRTYcScA/Pm3/smmmmmm0.029006010208.10109.441.90109.201.002.460.00318Ir a: Herramientas, Buscar Objetivo, Definir la Celda J15 con el valor 1 para cambiar la celda K15Se observa que Yo>Yc y So Tendremos una curva tipo D1Curva de RemansoCotas para el grficoAltura perfilPendiente tirante uniformeCoef. De RugosidadCaudalAncho del canalPendientePermetro mojado para canal trapez.rea transversalVelocidadRadio HidrulicoPendiente lnea de energaPromedio PendienteEnerga totalAltura a nivel de referenciayiSonQbzPiAiViRiSiSmedioEiDxxzz+yz+Eiz+ycmm/smmmm/smmmmmmmm4.703.00E-040.02899.99999966236010154.47502.901.793.260.0002654977- - -4.86- - -00.004.704.862.464.803.00E-040.02899.99999966236010156.48518.401.743.310.00024411950.0002554.9520002000-0.604.204.351.860.00025480864.903.00E-040.02899.99999966236010158.49534.101.693.370.00022480250.0002345.0413903390-1.023.884.031.445.003.00E-040.02899.99999966236010160.50550.001.643.430.00020731540.0002165.1410934483-1.343.663.791.125.103.00E-040.02899.99999966236010162.51566.101.593.480.00019145650.0001995.239185400-1.623.483.610.845.203.00E-040.02899.99999966236010164.52582.401.553.540.00017704930.0001845.328026203-1.863.343.460.605.303.00E-040.02899.99999966236010166.53598.901.503.600.00016393920.0001705.427216924-2.083.223.340.385.403.00E-040.02899.99999966236010168.54615.601.463.650.00015199020.0001585.516617585-2.283.123.230.185.503.00E-040.02899.99999966236010170.55632.501.423.710.00014108290.0001475.606148199-2.463.043.140.005.603.00E-040.02899.99999966236010172.56649.601.393.760.00013111140.0001365.705778776-2.632.973.07-0.175.703.00E-040.02899.99999966236010174.57666.901.353.820.00012198250.0001275.795489324-2.802.903.00-0.345.803.00E-040.02899.99999966236010176.58684.401.323.880.00011361320.0001185.895239847-2.952.852.93-0.495.903.00E-040.02899.99999966236010178.59702.101.283.930.00010593020.0001105.9850310349-3.102.802.88-0.646.003.00E-040.02899.99999966236010180.60720.001.253.990.0000988680.0001026.0848510835-3.252.752.83-0.79

Ejemplo Teoria (pag40)

Fondo del canalAltura del tiranteTirante crticolongitud (m)altura del tirante y (m)Curva de Remanso

MBD000A91C7.bin

MBD000AB970.unknown

MBD000B1E75.unknown

MBD000A94FC.unknown

MBD000A4C17.unknown

MBD000A6895.bin

MBD000A9066.bin

MBD000A61F5.bin

MBD0009F52E.bin

MBD0009F8DE.bin