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CALCULOS DE FLUJO NORMAL Y TRAMO 1 - SIN REVESTIMIENTO : Datos: B 15.00 m Z1 0.00 Z2 4.00 α 1.10 n 0.045 0.00300 Q 150.00 m3/s g 9.81 m2/s CALCULO DE FLUJO NORMAL TIRANTE NORMAL: = i h P A 1.00 0.10 15.51 1.52 2.00 0.20 16.02 3.08 3.00 0.30 16.54 4.68 4.00 0.40 17.05 6.32 5.00 0.50 17.56 8.00 6.00 0.60 18.07 9.72 7.00 0.70 18.59 11.48 8.00 0.80 19.10 13.28 9.00 0.90 19.61 15.12 10.00 1.00 20.12 17.00 11.00 2.00 25.25 38.00 12.00 3.00 30.37 63.00 13.00 4.00 35.49 92.00 14.00 5.00 40.62 125.00 15.00 6.00 45.74 162.00 s0 AR 2/3 / "s 0 " ^(1⁄2 )

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IRRIGACIONES

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TRAMO1-SIN REV.

CALCULOS DE FLUJO NORMAL Y FLUJO VARIADO

TRAMO 1 - SIN REVESTIMIENTO :

Datos:

B15.00mZ10.00Z24.001.10n0.045s00.00300Q150.00m3/sg9.81m2/s

CALCULO DE FLUJO NORMAL

TIRANTE NORMAL:

AR2/3==123.24

ihPARR2/3AR2/31.000.1015.511.520.100.210.322.000.2016.023.080.190.331.033.000.3016.544.680.280.432.024.000.4017.056.320.370.523.265.000.5017.568.000.460.594.746.000.6018.079.720.540.666.437.000.7018.5911.480.620.738.338.000.8019.1013.280.700.7810.429.000.9019.6115.120.770.8412.7110.001.0020.1217.000.840.8915.1911.002.0025.2538.001.511.3149.9112.003.0030.3763.002.071.63102.4713.004.0035.4992.002.591.89173.6014.005.0040.62125.003.082.12264.4815.006.0045.74162.003.542.32376.4216.007.0050.86203.003.992.52510.7817.008.0055.98248.004.432.70668.9218.009.0061.11297.004.862.87852.1819.0010.0066.23350.005.283.031061.87

Interpolacion :Del grafico para :AR2/3=123.24

3.00102.473.29123.24=3.294.00173.60

ihPAA5/3P2/3A5/3/P2/31.000.1015.511.522.016.220.322.000.2016.023.086.526.361.033.000.3016.544.6813.096.492.024.000.4017.056.3221.606.623.265.000.5017.568.0032.006.764.746.000.6018.079.7244.276.896.437.000.7018.5911.4858.427.028.338.000.8019.1013.2874.477.1410.429.000.9019.6115.1292.457.2712.7110.001.0020.1217.00112.407.4015.1911.002.0025.2538.00429.518.6149.9112.003.0030.3763.00997.479.73102.4713.004.0035.4992.001874.9110.80173.6014.005.0040.62125.003125.0011.82264.4815.006.0045.74162.004814.2112.79376.4216.007.0050.86203.007011.7513.73510.7817.008.0055.98248.009789.3314.63668.9218.009.0061.11297.0013220.8915.51852.1819.0010.0066.23350.0017382.5516.371061.87

Interpolacion :Del grafico para :A5/3/P2/3=123.24

3.00102.473.29123.24=3.294.00173.60

TIRANTE CRITICO:

A3/(dA/dy)==2522.936

dA/dy=B+Z1h+Z2h

ihAdA/dyA3A3/(dA/dy)1.000.101.5215.403.510.232.000.203.0815.8029.221.853.000.304.6816.20102.506.334.000.406.3216.60252.4415.215.000.508.0017.00512.0030.126.000.609.7217.40918.3352.78Interpolacion :7.000.7011.4817.801512.9585.008.000.8013.2818.202342.04128.6822385.7409.000.9015.1218.603456.65185.842.022522.9410.001.0017.0019.004913.00258.5839261.00011.002.0038.0023.0054872.002385.7412.003.0063.0027.00250047.009261.0013.004.0092.0031.00778688.0025118.9714.005.00125.0035.001953125.0055803.5715.006.00162.0039.004251528.00109013.5416.007.00203.0043.008365427.00194544.8117.008.00248.0047.0015252992.00324531.7418.009.00297.0051.0026198073.00513687.7119.0010.00350.0055.0042875000.00779545.45

CURVA TIRANTE CRITICO

Del grafico para :A3/(dA/dy)=2522.94

=2.02

CALCULO DE FLUJO VARIADO

ihAPRR2/3TDKKnZZcdh/dXdX/dhAL(metros)1.000.8013.2819.100.700.7818.200.73231.622738.6111.3447.890.0240.400.000.002.000.9015.1219.610.770.8418.600.81282.522738.6113.6347.890.0240.67-4.05-4.053.001.0017.0020.120.840.8919.000.89337.602738.6116.0847.890.0240.48-4.06-8.114.001.1018.9220.640.920.9419.400.98396.812738.6118.6847.890.0339.81-4.01-12.135.001.2020.8821.150.990.9919.801.05460.082738.6121.4447.890.0338.61-3.92-16.056.001.3022.8821.661.061.0420.201.13527.362738.6124.3547.890.0336.82-3.77-19.827.001.4024.9222.171.121.0820.601.21598.632738.6127.4147.890.0334.34-3.56-23.388.001.5027.0022.681.191.1221.001.29673.862738.6130.6247.890.0331.09-3.27-26.659.001.6029.1223.201.261.1621.401.36753.042738.6133.9747.890.0426.93-2.90-29.5510.001.7031.2823.711.321.2021.801.43836.152738.6137.4747.890.0521.72-2.43-31.9811.001.8033.4824.221.381.2422.201.51923.202738.6141.1247.890.0715.25-1.85-33.8312.001.9035.7224.731.441.2822.601.581014.172738.6144.9147.890.147.28-1.13-34.9513.002.0038.0025.251.511.3123.001.651109.082738.6148.8447.89-0.40-2.53-0.24-35.1914.002.1040.3225.761.571.3523.401.721207.932738.6152.9347.89-0.07-14.590.86-34.3415.002.2042.6826.271.621.3823.801.791310.732738.6157.1547.89-0.03-29.502.20-32.1316.002.3045.0826.781.681.4124.201.861417.492738.6161.5347.89-0.02-48.083.88-28.2517.002.4047.5227.301.741.4524.601.931528.232738.6166.0547.89-0.01-71.485.98-22.2818.002.5050.0027.811.801.4825.002.001642.962738.6170.7147.89-0.01-101.458.65-13.6319.002.6052.5228.321.851.5125.402.071761.702738.6175.5247.89-0.01-140.6912.11-1.5220.002.7055.0828.831.911.5425.802.131884.472738.6180.4847.89-0.01-193.6216.7215.1921.002.7456.1229.041.931.5525.962.161934.722738.6182.5047.89-0.00-220.218.2823.47

LONGITUD=23.47m

CURVA DE FLUJO VARIADO

TRAMO1-CON REV.

CALCULOS DE FLUJO NORMAL Y FLUJO VARIADO

TRAMO 1 - CON REVESTIMIENTO :

Datos:

B15.00mZ10.00Z24.001.10n0.014s00.00300Q150.00m3/sg9.81m2/s

CALCULO DE FLUJO NORMAL

TIRANTE NORMAL:

AR2/3==38.34

ihPARR2/3AR2/31.000.1015.511.520.100.210.322.000.2016.023.080.190.331.033.000.3016.544.680.280.432.024.000.4017.056.320.370.523.265.000.5017.568.000.460.594.746.000.6018.079.720.540.666.437.000.7018.5911.480.620.738.338.000.8019.1013.280.700.7810.429.000.9019.6115.120.770.8412.7110.001.0020.1217.000.840.8915.1911.002.0025.2538.001.511.3149.9112.003.0030.3763.002.071.63102.4713.004.0035.4992.002.591.89173.6014.005.0040.62125.003.082.12264.4815.006.0045.74162.003.542.32376.4216.007.0050.86203.003.992.52510.7817.008.0055.98248.004.432.70668.9218.009.0061.11297.004.862.87852.1819.0010.0066.23350.005.283.031061.87

Interpolacion :Del grafico para :AR2/3=38.34

1.0015.191.6738.34=1.672.0049.91

ihPAA5/3P2/3A5/3/P2/31.000.1015.511.522.016.220.322.000.2016.023.086.526.361.033.000.3016.544.6813.096.492.024.000.4017.056.3221.606.623.265.000.5017.568.0032.006.764.746.000.6018.079.7244.276.896.437.000.7018.5911.4858.427.028.338.000.8019.1013.2874.477.1410.429.000.9019.6115.1292.457.2712.7110.001.0020.1217.00112.407.4015.1911.002.0025.2538.00429.518.6149.9112.003.0030.3763.00997.479.73102.4713.004.0035.4992.001874.9110.80173.6014.005.0040.62125.003125.0011.82264.4815.006.0045.74162.004814.2112.79376.4216.007.0050.86203.007011.7513.73510.7817.008.0055.98248.009789.3314.63668.9218.009.0061.11297.0013220.8915.51852.1819.0010.0066.23350.0017382.5516.371061.87

Interpolacion :Del grafico para :A5/3/P2/3=38.34

1.0015.191.6738.34=1.672.0049.91

TIRANTE CRITICO:

A3/(dA/dy)==2522.936

dA/dy=B+Z1h+Z2h

ihAdA/dyA3A3/(dA/dy)1.000.101.5215.403.510.232.000.203.0815.8029.221.853.000.304.6816.20102.506.334.000.406.3216.60252.4415.215.000.508.0017.00512.0030.126.000.609.7217.40918.3352.78Interpolacion :7.000.7011.4817.801512.9585.008.000.8013.2818.202342.04128.6822385.7409.000.9015.1218.603456.65185.842.022522.9410.001.0017.0019.004913.00258.5839261.00011.002.0038.0023.0054872.002385.7412.003.0063.0027.00250047.009261.0013.004.0092.0031.00778688.0025118.9714.005.00125.0035.001953125.0055803.5715.006.00162.0039.004251528.00109013.5416.007.00203.0043.008365427.00194544.8117.008.00248.0047.0015252992.00324531.7418.009.00297.0051.0026198073.00513687.7119.0010.00350.0055.0042875000.00779545.45

CURVA TIRANTE CRITICO

Del grafico para :A3/(dA/dy)=2522.94

=2.02

CALCULO DE FLUJO VARIADO

ihAPRR2/3TDKKnZZcdh/dXdX/dhAL(metros)1.000.8013.2819.100.700.7818.200.73744.512738.6111.3447.890.00447.520.000.002.000.9015.1219.610.770.8418.600.81908.092738.6113.6347.890.00467.02-45.73-45.733.001.0017.0020.120.840.8919.000.891085.152738.6116.0847.890.00488.59-47.78-93.514.001.1018.9220.640.920.9419.400.981275.452738.6118.6847.890.00514.25-50.14-143.655.001.2020.8821.150.990.9919.801.051478.812738.6121.4447.890.00547.25-53.08-196.726.001.3022.8821.661.061.0420.201.131695.092738.6124.3547.890.00593.73-57.05-253.777.001.3323.4921.811.081.0520.321.161762.472738.6125.2547.890.00611.96-18.09-271.868.009.0010.0011.0012.0013.0014.0015.0016.0017.0018.0019.0020.0021.00

LONGITUD=271.86m

CURVA DE FLUJO VARIADO

TRAMO2-CON REV.

CALCULOS DE FLUJO NORMAL Y FLUJO VARIADO

TRAMO 2 - CON REVESTIMIENTO :

Datos:

B15.00mZ10.00Z24.001.10n0.014s00.0250Q150.00m3/sg9.81m2/s

CALCULO DE FLUJO NORMAL

TIRANTE NORMAL:

AR2/3==13.28

ihPARR2/3AR2/31.000.1015.511.520.100.210.322.000.2016.023.080.190.331.033.000.3016.544.680.280.432.024.000.4017.056.320.370.523.265.000.5017.568.000.460.594.746.000.6018.079.720.540.666.437.000.7018.5911.480.620.738.338.000.8019.1013.280.700.7810.429.000.9019.6115.120.770.8412.7110.001.0020.1217.000.840.8915.1911.002.0025.2538.001.511.3149.9112.003.0030.3763.002.071.63102.4713.004.0035.4992.002.591.89173.6014.005.0040.62125.003.082.12264.4815.006.0045.74162.003.542.32376.4216.007.0050.86203.003.992.52510.7817.008.0055.98248.004.432.70668.9218.009.0061.11297.004.862.87852.1819.0010.0066.23350.005.283.031061.87

Interpolacion :Del grafico para :AR2/3=13.28

0.9012.710.9213.28=0.921.0015.19

ihPAA5/3P2/3A5/3/P2/31.000.1015.511.522.016.220.322.000.2016.023.086.526.361.033.000.3016.544.6813.096.492.024.000.4017.056.3221.606.623.265.000.5017.568.0032.006.764.746.000.6018.079.7244.276.896.437.000.7018.5911.4858.427.028.338.000.8019.1013.2874.477.1410.429.000.9019.6115.1292.457.2712.7110.001.0020.1217.00112.407.4015.1911.002.0025.2538.00429.518.6149.9112.003.0030.3763.00997.479.73102.4713.004.0035.4992.001874.9110.80173.6014.005.0040.62125.003125.0011.82264.4815.006.0045.74162.004814.2112.79376.4216.007.0050.86203.007011.7513.73510.7817.008.0055.98248.009789.3314.63668.9218.009.0061.11297.0013220.8915.51852.1819.0010.0066.23350.0017382.5516.371061.87

Interpolacion :Del grafico para :A5/3/P2/3=13.28

0.9012.710.9213.28=0.921.0015.19

TIRANTE CRITICO:

A3/(dA/dy)==2522.936

dA/dy=B+Z1h+Z2h

ihAdA/dyA3A3/(dA/dy)1.000.101.5215.403.510.232.000.203.0815.8029.221.853.000.304.6816.20102.506.334.000.406.3216.60252.4415.215.000.508.0017.00512.0030.126.000.609.7217.40918.3352.78Interpolacion :7.000.7011.4817.801512.9585.008.000.8013.2818.202342.04128.6822385.7409.000.9015.1218.603456.65185.842.022522.9410.001.0017.0019.004913.00258.5839261.00011.002.0038.0023.0054872.002385.7412.003.0063.0027.00250047.009261.0013.004.0092.0031.00778688.0025118.9714.005.00125.0035.001953125.0055803.5715.006.00162.0039.004251528.00109013.5416.007.00203.0043.008365427.00194544.8117.008.00248.0047.0015252992.00324531.7418.009.00297.0051.0026198073.00513687.7119.0010.00350.0055.0042875000.00779545.45

CURVA TIRANTE CRITICO

Del grafico para :A3/(dA/dy)=2522.94

=2.02

CALCULO DE FLUJO VARIADO

ihAPRR2/3TDKKnZZcdh/dXdX/dhAL(metros)1.000.342365.3716.750.320.4716.370.33179.64948.683.0847.890.00359.200.000.002.000.355.5016.790.330.4716.400.34186.38948.683.1847.890.00362.44-2.76-2.763.000.365.6616.840.340.4816.440.34195.36948.683.3247.890.00366.73-3.65-6.404.000.406.3217.050.370.5216.600.38232.95948.683.9047.890.00384.53-15.03-21.435.000.446.9917.250.400.5516.760.42273.18948.684.5147.890.00403.94-15.77-37.206.000.487.6617.460.440.5816.920.45315.97948.685.1547.890.00425.80-16.59-53.797.000.528.3417.660.470.6117.080.49361.26948.685.8347.890.00451.24-17.54-71.338.000.569.0317.870.510.6317.240.52409.00948.686.5347.890.00481.74-18.66-89.999.000.609.7218.070.540.6617.400.56459.14948.687.2647.890.00519.49-20.02-110.0210.000.6410.4218.280.570.6917.560.59511.64948.688.0347.890.00567.78-21.75-131.7611.000.6811.1218.480.600.7117.720.63566.46948.688.8147.890.00632.05-24.00-155.7612.000.7211.8418.690.630.7417.880.66623.56948.689.6347.890.00721.93-27.08-182.8413.000.7612.5618.890.660.7618.040.70682.92948.6810.4747.890.00856.40-31.57-214.4114.0015.0016.0017.0018.0019.0020.0021.00

LONGITUD=214.41m

CURVA DE FLUJO VARIADO

TRAMO3-SIN REV.

CALCULOS DE FLUJO NORMAL Y FLUJO VARIADO

TRAMO 3 - SIN REVESTIMIENTO :

Datos:

B15.00mZ10.00Z24.001.10n0.045s00.0050Q150.00m3/sg9.81m2/s

CALCULO DE FLUJO NORMAL

TIRANTE NORMAL:

AR2/3==95.46

ihPARR2/3AR2/31.000.1015.511.520.100.210.322.000.2016.023.080.190.331.033.000.3016.544.680.280.432.024.000.4017.056.320.370.523.265.000.5017.568.000.460.594.746.000.6018.079.720.540.666.437.000.7018.5911.480.620.738.338.000.8019.1013.280.700.7810.429.000.9019.6115.120.770.8412.7110.001.0020.1217.000.840.8915.1911.002.0025.2538.001.511.3149.9112.003.0030.3763.002.071.63102.4713.004.0035.4992.002.591.89173.6014.005.0040.62125.003.082.12264.4815.006.0045.74162.003.542.32376.4216.007.0050.86203.003.992.52510.7817.008.0055.98248.004.432.70668.9218.009.0061.11297.004.862.87852.1819.0010.0066.23350.005.283.031061.87

Interpolacion :Del grafico para :AR2/3=95.46

2.0049.912.8795.46=2.873.00102.47

ihPAA5/3P2/3A5/3/P2/31.000.1015.511.522.016.220.322.000.2016.023.086.526.361.033.000.3016.544.6813.096.492.024.000.4017.056.3221.606.623.265.000.5017.568.0032.006.764.746.000.6018.079.7244.276.896.437.000.7018.5911.4858.427.028.338.000.8019.1013.2874.477.1410.429.000.9019.6115.1292.457.2712.7110.001.0020.1217.00112.407.4015.1911.002.0025.2538.00429.518.6149.9112.003.0030.3763.00997.479.73102.4713.004.0035.4992.001874.9110.80173.6014.005.0040.62125.003125.0011.82264.4815.006.0045.74162.004814.2112.79376.4216.007.0050.86203.007011.7513.73510.7817.008.0055.98248.009789.3314.63668.9218.009.0061.11297.0013220.8915.51852.1819.0010.0066.23350.0017382.5516.371061.87

Interpolacion :Del grafico para :A5/3/P2/3=95.46

2.0049.912.8795.46=2.873.00102.47

TIRANTE CRITICO:

A3/(dA/dy)==2522.936

dA/dy=B+Z1h+Z2h

ihAdA/dyA3A3/(dA/dy)1.000.101.5215.403.510.232.000.203.0815.8029.221.853.000.304.6816.20102.506.334.000.406.3216.60252.4415.215.000.508.0017.00512.0030.126.000.609.7217.40918.3352.78Interpolacion :7.000.7011.4817.801512.9585.008.000.8013.2818.202342.04128.6822385.7409.000.9015.1218.603456.65185.842.022522.9410.001.0017.0019.004913.00258.5839261.00011.002.0038.0023.0054872.002385.7412.003.0063.0027.00250047.009261.0013.004.0092.0031.00778688.0025118.9714.005.00125.0035.001953125.0055803.5715.006.00162.0039.004251528.00109013.5416.007.00203.0043.008365427.00194544.8117.008.00248.0047.0015252992.00324531.7418.009.00297.0051.0026198073.00513687.7119.0010.00350.0055.0042875000.00779545.45

CURVA TIRANTE CRITICO

Del grafico para :A3/(dA/dy)=2522.94

=2.02

CALCULO DE FLUJO VARIADO

ihAPRR2/3TDKKnZZcdh/dXdX/dhAL(metros)1.000.8013.2819.100.700.7818.200.73231.622121.3211.3447.890.0240.600.000.002.000.8414.0119.300.730.8118.360.76251.472121.3212.2447.890.0240.79-1.63-1.633.000.8814.7519.510.760.8318.520.80272.002121.3213.1647.890.0240.92-1.63-3.264.000.9215.4919.710.790.8518.680.83293.202121.3214.1147.890.0240.98-1.64-4.905.000.9616.2419.920.820.8718.840.86315.072121.3215.0847.890.0240.98-1.64-6.546.001.0017.0020.120.840.8919.000.89337.602121.3216.0847.890.0240.90-1.64-8.187.001.0417.7620.330.870.9119.160.93360.792121.3217.1047.890.0240.75-1.63-9.818.001.0818.5320.530.900.9319.320.96384.642121.3218.1547.890.0240.53-1.63-11.449.001.1219.3120.740.930.9519.480.99409.142121.3219.2247.890.0240.23-1.62-13.0510.001.1620.0920.940.960.9719.641.02434.282121.3220.3247.890.0339.85-1.60-14.6511.001.2020.8821.150.990.9919.801.05460.082121.3221.4447.890.0339.38-1.58-16.2412.001.2421.6821.351.021.0119.961.09486.512121.3222.5947.890.0338.81-1.56-17.8013.001.2822.4821.561.041.0320.121.12513.582121.3223.7647.890.0338.15-1.54-19.3414.001.3223.2821.761.071.0520.281.15541.302121.3224.9547.890.0337.39-1.51-20.8515.001.3624.1021.971.101.0620.441.18569.652121.3226.1747.890.0336.52-1.48-22.3316.001.4024.9222.171.121.0820.601.21598.632121.3227.4147.890.0335.53-1.44-23.7717.001.4125.1322.221.131.0920.641.22605.982121.3227.7247.890.0335.26-0.35-24.1218.0019.0020.0021.00

LONGITUD=24.12m

CURVA DE FLUJO VARIADO

TRAMO3-CON REV.

CALCULOS DE FLUJO NORMAL Y FLUJO VARIADO

TRAMO 3 - CON REVESTIMIENTO :

Datos:

B15.00mZ10.00Z24.001.10n0.014s00.0050Q150.00m3/sg9.81m2/s

CALCULO DE FLUJO NORMAL

TIRANTE NORMAL:

AR2/3==29.70

ihPARR2/3AR2/31.000.1015.511.520.100.210.322.000.2016.023.080.190.331.033.000.3016.544.680.280.432.024.000.4017.056.320.370.523.265.000.5017.568.000.460.594.746.000.6018.079.720.540.666.437.000.7018.5911.480.620.738.338.000.8019.1013.280.700.7810.429.000.9019.6115.120.770.8412.7110.001.0020.1217.000.840.8915.1911.002.0025.2538.001.511.3149.9112.003.0030.3763.002.071.63102.4713.004.0035.4992.002.591.89173.6014.005.0040.62125.003.082.12264.4815.006.0045.74162.003.542.32376.4216.007.0050.86203.003.992.52510.7817.008.0055.98248.004.432.70668.9218.009.0061.11297.004.862.87852.1819.0010.0066.23350.005.283.031061.87

Interpolacion :Del grafico para :AR2/3=29.70

1.0015.191.417929.70=1.41792.0049.91

ihPAA5/3P2/3A5/3/P2/31.000.1015.511.522.016.220.322.000.2016.023.086.526.361.033.000.3016.544.6813.096.492.024.000.4017.056.3221.606.623.265.000.5017.568.0032.006.764.746.000.6018.079.7244.276.896.437.000.7018.5911.4858.427.028.338.000.8019.1013.2874.477.1410.429.000.9019.6115.1292.457.2712.7110.001.0020.1217.00112.407.4015.1911.002.0025.2538.00429.518.6149.9112.003.0030.3763.00997.479.73102.4713.004.0035.4992.001874.9110.80173.6014.005.0040.62125.003125.0011.82264.4815.006.0045.74162.004814.2112.79376.4216.007.0050.86203.007011.7513.73510.7817.008.0055.98248.009789.3314.63668.9218.009.0061.11297.0013220.8915.51852.1819.0010.0066.23350.0017382.5516.371061.87

Interpolacion :Del grafico para :A5/3/P2/3=29.70

1.0015.191.4229.70=1.41792.0049.91

TIRANTE CRITICO:

A3/(dA/dy)==2522.936

dA/dy=B+Z1h+Z2h

ihAdA/dyA3A3/(dA/dy)1.000.101.5215.403.510.232.000.203.0815.8029.221.853.000.304.6816.20102.506.334.000.406.3216.60252.4415.215.000.508.0017.00512.0030.126.000.609.7217.40918.3352.78Interpolacion :7.000.7011.4817.801512.9585.008.000.8013.2818.202342.04128.6822385.7409.000.9015.1218.603456.65185.842.022522.9410.001.0017.0019.004913.00258.5839261.00011.002.0038.0023.0054872.002385.7412.003.0063.0027.00250047.009261.0013.004.0092.0031.00778688.0025118.9714.005.00125.0035.001953125.0055803.5715.006.00162.0039.004251528.00109013.5416.007.00203.0043.008365427.00194544.8117.008.00248.0047.0015252992.00324531.7418.009.00297.0051.0026198073.00513687.7119.0010.00350.0055.0042875000.00779545.45

CURVA TIRANTE CRITICO

Del grafico para :A3/(dA/dy)=2522.94

=2.02

CALCULO DE FLUJO VARIADO

ihAPRR2/3TDKKnZZcdh/dXdX/dhAL(metros)1.000.797213.2319.080.690.7818.190.73740.122121.3211.2847.890.00471.770.000.002.000.797413.2319.090.690.7818.190.73740.442121.3211.2947.890.00471.84-0.09-0.093.004.005.006.007.008.009.0010.0011.0012.0013.0014.0015.0016.0017.0018.0019.0020.0021.00

LONGITUD=0.09m