Calculos Hidrologicos

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DATOS DE CAUDAL (M3/S) AÑO M3/S DIAS MM3 V Acum (MM3) 1998 ENE 22.44 31 60.10 60.10 1998 FEB 25.21 28 60.99 121.09 MA 21.59 31 57.83 1!8.92 AB 17.96 30 46.55 22".#! MA$ 9.57 31 25.63 2"1.10 %UN 8.23 30 21.33 2!2.#3 %UL 6.97 31 18.67 291.10 A&O 6.22 31 16.66 30!.!6 SE' 6.36 30 16.49 32#.2" OCT 10.12 31 27.11 3"1.3" NOV 12.72 30 32.97 38#.32 DIC 8.96 31 24.00 #08.32 1999 ENE 16.10 31 43.12 #"1.## 1999 FEB 30.36 28 73.45 "2#.89 MA 16.99 31 45.51 "!0.#0 AB 15.16 30 39.29 609.69 MA$ 8.02 31 21.48 631.1! %UN 6.47 30 16.77 6#!.9# %UL 4.60 31 12.32 660.26 A&O 4.18 31 11.20 6!1.#6 SE' 6.30 30 16.33 68!.!9 OCT 7.28 31 19.50 !0!.29 NOV 6.22 30 16.12 !23.#1 DIC 8.83 31 23.65 !#!.06 2000 ENE 15.20 31 40.71 !8!.!! 2000 FEB 25.60 28 61.93 8#9.!0 MA 15.15 31 40.58 890.28 AB 14.30 30 37.07 92!.3" MA$ 7.90 31 21.16 9#8."1 %UN 6.20 30 16.07 96#."8 %UL 4.10 31 10.98 9!"."6 A&O 3.90 31 10.45 986.00 SE' 5.48 30 14.20 1000.21 OCT 7.15 31 19.15 1019.36 NOV 7.40 30 19.18 1038."# DIC 8.35 31 22.36 1060.90 2001 ENE 14.30 31 38.30 1099.20 2001 FEB 18.20 28 44.03 11#3.23 MA 14.80 31 39.64 1182.8! AB 13.50 30 34.99 121!.8!

description

Calculos varios de hidrologia

Transcript of Calculos Hidrologicos

EJERCICIO-1DATOS DE CAUDAL (M3/S)

AOM3/SDIASMM3V Acum (MM3)1998ENE22.443160.1060.101998Q minQ totFEB25.212860.99121.09MAR21.593157.83178.92AV70AV350ABR17.963046.55225.47Qs =2.2196854389m3/sQs =11.0984271943m3/sMAY9.573125.63251.10JUN8.233021.33272.43JUL6.973118.67291.10AGO6.223116.66307.76SEP6.363016.49324.25OCT10.123127.11351.35NOV12.723032.97384.32DIC8.963124.00408.321999ENE16.103143.12451.441999Q minQ totFEB30.362873.45524.89MAR16.993145.51570.40AV80AV300ABR15.163039.29609.69Qs =2.5367833587m3/sQs =9.5129375951m3/sMAY8.023121.48631.17JUN6.473016.77647.94JUL4.603112.32660.26AGO4.183111.20671.46SEP6.303016.33687.79OCT7.283119.50707.29NOV6.223016.12723.41DIC8.833123.65747.062000ENE15.203140.71787.772000Q minQ totFEB25.602861.93849.70MAR15.153140.58890.28AV70AV270ABR14.303037.07927.35Qs =2.2196854389m3/sQs =8.5616438356m3/sMAY7.903121.16948.51JUN6.203016.07964.58JUL4.103110.98975.56AGO3.903110.45986.00SEP5.483014.201000.21OCT7.153119.151019.36NOV7.403019.181038.54DIC8.353122.361060.902001ENE14.303138.301099.202001Q minQ totFEB18.202844.031143.23MAR14.803139.641182.87AV50AV240ABR13.503034.991217.87Qs =1.5854895992m3/sQs =7.6103500761m3/sMAY6.803118.211236.08JUN5.453014.131250.21JUL4.403111.781261.99AGO4.503112.051274.04SEP4.803012.441286.49OCT6.903118.481304.97NOV6.353016.461321.43DIC7.903121.161342.592002ENE10.803128.931371.512002Q minQ totFEB21.502852.011423.52MAR14.603139.101462.63AV60AV240ABR10.203026.441489.07Qs =1.902587519m3/sQs =7.6103500761m3/sMAY5.903115.801504.87JUN5.153013.351518.22JUL3.903110.451528.66AGO4.103110.981539.65SEP4.903012.701552.35OCT6.103116.341568.69NOV5.903015.291583.98DIC8.103121.701605.672003ENE9.403125.181630.852003Q minQ totFEB19.702847.661678.51MAR12.503133.481711.99AV55AV205ABR8.103021.001732.98Qs =1.7440385591m3/sQs =6.5005073567m3/sMAY4.953113.261746.24JUN4.303011.151757.3957JUL3.803110.181767.57AGO3.30318.841776.40SEP4.603011.921788.33OCT5.253114.061802.39PromQ minQ totNOV4.953012.831815.22DIC7.903121.161836.38AV57.5AV222.5Qs =1.82m3/sQs =7.0554287164m3/s

2000-2003AV50AV60Qs =0.79m3/sQs =0.95m3/s

Percentiles

EJERCICIO-2CAUDALES MEDIOS MENSUALES EN m3/s DEL RO XTabla 2AO1974tPOrdenadoAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICTOTtPOrdenado1.-Con los datos mostrados en la Tabla 2, realizar lo siguiente:1974ENE8.771.00.3399.0019748.778.285.664.396.4014.1013.0012.7021.3041.9012.3011.4013.351.03.8521.90-Construir la curva de duracin anualFEB8.282.00.6650.805%2.39197510.206.946.144.524.2510.2020.1013.7039.3099.0031.5016.9021.902.07.6914.81-Construir la curva de duracin mensualMAR5.663.01.0044.4025%4.25197611.206.264.633.2110.0011.4012.809.6011.6014.0019.5019.2011.123.011.5413.35ABR4.394.01.3343.1090%16.4019774.364.925.302.463.572.995.194.425.438.326.449.135.214.015.3811.782.-Determinar lo siguiente:AnualMensualMAY6.405.01.6641.9019783.852.722.842.583.055.424.455.905.275.154.596.974.405.019.2311.73-El caudal sobrepasado con un 95% de probabilidad4.92.4JUN14.106.01.9939.3019797.766.004.062.502.565.756.209.038.6811.207.718.516.666.023.0811.12-El caudal sobrepasado con un 75% de probabilidad6.14.2JUL13.007.02.3334.3019805.114.063.502.575.817.946.7010.5014.4019.6015.608.818.727.026.9210.51-El caudal sobrepasado con un 10% de probabilidad12.716.4AGO12.708.02.6631.5019818.895.995.082.612.834.455.735.8114.4010.1024.408.518.238.030.7710.12SET21.309.02.9931.0019825.524.603.894.234.3013.907.838.209.8816.107.877.617.839.034.629.66Tanto para la curva de duracin mensual como para la curva de duracin anualOCT41.9010.03.3229.9019834.542.952.642.394.044.284.214.705.666.2513.009.485.3510.038.468.72Es decir deben calcular 6 valores de caudalNOV12.3011.03.6527.8019846.874.973.772.652.454.528.8910.4018.1014.806.636.027.5111.042.318.68DIC11.4012.03.9926.7019853.282.363.903.342.884.027.385.8910.2012.208.955.485.8212.046.158.413.-Para la serie de 28 aos, construir la curva mensual de percentiles:1975ENE10.2013.04.3224.90198612.006.994.333.236.1013.909.2810.308.5027.809.189.8210.1213.050.008.230%FEB6.9414.04.6524.4019878.085.413.094.093.9610.009.2212.2016.4017.8013.5012.209.6614.053.857.8310%MAR6.1415.04.9823.1019884.324.183.312.744.8919.608.637.4010.509.138.976.897.5515.057.697.5525%ABR4.5216.05.3221.3019896.477.294.743.982.516.165.269.7810.9043.1013.8012.1010.5116.061.547.5150%MAY4.2517.05.6520.10199014.107.804.954.157.6210.308.1118.9034.3031.0019.1017.4014.8117.065.386.6675%JUN10.2018.05.9819.60199110.505.033.422.404.598.856.666.8526.7050.8010.305.3011.7818.069.236.6390%JUL20.1019.06.3119.6019923.022.711.852.134.225.969.275.727.665.884.844.814.8419.073.086.10100%AGO13.7020.06.6419.5019936.165.303.302.252.834.5311.1014.6023.1044.4016.406.7611.7320.076.925.82SET39.3021.06.9819.2019944.323.542.291.794.829.277.468.2029.9014.508.346.478.4121.080.775.35OCT99.0022.07.3119.1019955.184.543.052.062.324.015.796.1417.1014.2024.9014.908.6822.084.625.29NOV31.5023.07.6418.9019963.872.392.122.174.106.428.487.479.519.948.468.296.1023.088.465.21DIC16.9024.07.9718.1019973.212.721.831.722.695.956.959.058.4010.805.624.545.2924.092.314.841976ENE11.2025.08.3117.8019983.472.331.872.772.476.925.466.9911.7016.4010.109.126.6325.096.154.40FEB6.2626.08.6417.405%4.91MAR4.6327.08.9717.1025%6.10ABR3.2128.09.3016.9090%12.72MAY10.0029.09.6316.40JUN11.4030.09.9716.400%3.022.331.831.722.322.994.214.425.275.154.594.54JUL12.8031.010.3016.4010%3.362.521.972.092.494.125.225.766.467.085.955.37AGO9.6032.010.6316.1025%4.322.952.842.392.834.535.796.148.6810.107.876.76SET11.6033.010.9615.6050%5.524.923.502.614.046.427.468.2011.6014.5010.108.51OCT14.0034.011.3014.9075%8.776.004.633.344.8210.209.2210.4018.1027.8015.6011.40NOV19.5035.011.6314.8090%10.927.175.214.206.2813.9012.1213.3028.6243.8822.4416.10DIC19.2036.011.9614.60100%14.108.286.144.5210.0019.6020.1018.9039.3099.0031.5019.201977ENE4.3637.012.2914.50FEB4.9238.012.6214.40MAR5.3039.012.9614.40ABR2.4640.013.2914.20MAY3.5741.013.6214.10JUN2.9942.013.9514.10JUL5.1943.014.2914.00AGO4.4244.014.6213.90SET5.4345.014.9513.90OCT8.3246.015.2813.80NOV6.4447.015.6113.70DIC9.1348.015.9513.501978ENE3.8549.016.2813.00FEB2.7250.016.6113.00MAR2.8451.016.9412.80ABR2.5852.017.2812.70MAY3.0553.017.6112.30JUN5.4254.017.9412.20JUL4.4555.018.2712.20AGO5.9056.018.6012.20SET5.2757.018.9412.10OCT5.1558.019.2712.00NOV4.5959.019.6011.70DIC6.9760.019.9311.601979ENE7.7661.020.2711.40FEB6.0062.020.6011.40MAR4.0663.020.9311.20ABR2.5064.021.2611.20MAY2.5665.021.5911.10JUN5.7566.021.9310.90JUL6.2067.022.2610.80AGO9.0368.022.5910.50SET8.6869.022.9210.50OCT11.2070.023.2610.50NOV7.7171.023.5910.40DIC8.5172.023.9210.301980ENE5.1173.024.2510.30FEB4.0674.024.5810.30MAR3.5075.024.9210.20ABR2.5776.025.2510.20MAY5.8177.025.5810.20JUN7.9478.025.9110.10JUL6.7079.026.2510.10AGO10.5080.026.5810.00SET14.4081.026.9110.00OCT19.6082.027.249.94NOV15.6083.027.579.88DIC8.8184.027.919.821981ENE8.8985.028.249.78FEB5.9986.028.579.60MAR5.0887.028.909.51ABR2.6188.029.249.48MAY2.8389.029.579.28JUN4.4590.029.909.27JUL5.7391.030.239.27AGO5.8192.030.569.22SET14.4093.030.909.18OCT10.1094.031.239.13NOV24.4095.031.569.13DIC8.5196.031.899.121982ENE5.5297.032.239.05FEB4.6098.032.569.03MAR3.8999.032.898.97ABR4.23100.033.228.95MAY4.30101.033.558.89JUN13.90102.033.898.89JUL7.83103.034.228.85AGO8.20104.034.558.81SET9.88105.034.888.77OCT16.10106.035.228.68NOV7.87107.035.558.63DIC7.61108.035.888.511983ENE4.54109.036.218.51FEB2.95110.036.548.50MAR2.64111.036.888.48ABR2.39112.037.218.46MAY4.04113.037.548.40JUN4.28114.037.878.34JUL4.21115.038.218.32AGO4.70116.038.548.29SET5.66117.038.878.28OCT6.25118.039.208.20NOV13.00119.039.538.20DIC9.48120.039.878.111984ENE6.87121.040.208.08FEB4.97122.040.537.94MAR3.77123.040.867.87ABR2.65124.041.207.83MAY2.45125.041.537.80JUN4.52126.041.867.76JUL8.89127.042.197.71AGO10.40128.042.527.66SET18.10129.042.867.62OCT14.80130.043.197.61NOV6.63131.043.527.47DIC6.02132.043.857.461985ENE3.28133.044.197.40FEB2.36134.044.527.38MAR3.90135.044.857.29ABR3.34136.045.186.99MAY2.88137.045.516.99JUN4.02138.045.856.97JUL7.38139.046.186.95AGO5.89140.046.516.94SET10.20141.046.846.92OCT12.20142.047.186.89NOV8.95143.047.516.87DIC5.48144.047.846.851986ENE12.00145.048.176.76FEB6.99146.048.506.70MAR4.33147.048.846.66ABR3.23148.049.176.63MAY6.10149.049.506.47JUN13.90150.049.836.47JUL9.28151.050.176.44AGO10.30152.050.506.42SET8.50153.050.836.40OCT27.80154.051.166.26NOV9.18155.051.506.25DIC9.82156.051.836.201987ENE8.08157.052.166.16FEB5.41158.052.496.16MAR3.09159.052.826.14ABR4.09160.053.166.14MAY3.96161.053.496.10JUN10.00162.053.826.02JUL9.22163.054.156.00AGO12.20164.054.495.99SET16.40165.054.825.96OCT17.80166.055.155.95NOV13.50167.055.485.90DIC12.20168.055.815.891988ENE4.32169.056.155.88FEB4.18170.056.485.81MAR3.31171.056.815.81ABR2.74172.057.145.79MAY4.89173.057.485.75JUN19.60174.057.815.73JUL8.63175.058.145.72AGO7.40176.058.475.66SET10.50177.058.805.66OCT9.13178.059.145.62NOV8.97179.059.475.52DIC6.89180.059.805.481989ENE6.47181.060.135.46FEB7.29182.060.475.43MAR4.74183.060.805.42ABR3.98184.061.135.41MAY2.51185.061.465.30JUN6.16186.061.795.30JUL5.26187.062.135.30AGO9.78188.062.465.27SET10.90189.062.795.26OCT43.10190.063.125.19NOV13.80191.063.465.18DIC12.10192.063.795.151990ENE14.10193.064.125.11FEB7.80194.064.455.08MAR4.95195.064.785.03ABR4.15196.065.124.97MAY7.62197.065.454.95JUN10.30198.065.784.92JUL8.11199.066.114.89AGO18.90200.066.454.84SET34.30201.066.784.82OCT31.00202.067.114.81NOV19.10203.067.444.74DIC17.40204.067.774.701991ENE10.50205.068.114.63FEB5.03206.068.444.60MAR3.42207.068.774.59ABR2.40208.069.104.59MAY4.59209.069.444.54JUN8.85210.069.774.54JUL6.66211.070.104.54AGO6.85212.070.434.53SET26.70213.070.764.52OCT50.80214.071.104.52NOV10.30215.071.434.45DIC5.30216.071.764.451992ENE3.02217.072.094.42FEB2.71218.072.434.39MAR1.85219.072.764.36ABR2.13220.073.094.33MAY4.22221.073.424.32JUN5.96222.073.754.32JUL9.27223.074.094.30AGO5.72224.074.424.28SET7.66225.074.754.25OCT5.88226.075.084.23NOV4.84227.075.424.22DIC4.81228.075.754.211993ENE6.16229.076.084.18FEB5.30230.076.414.15MAR3.30231.076.744.10ABR2.25232.077.084.09MAY2.83233.077.414.06JUN4.53234.077.744.06JUL11.10235.078.074.04AGO14.60236.078.414.02SET23.10237.078.744.01OCT44.40238.079.073.98NOV16.40239.079.403.96DIC6.76240.079.733.901994ENE4.32241.080.073.89FEB3.54242.080.403.87MAR2.29243.080.733.85ABR1.79244.081.063.77MAY4.82245.081.403.57JUN9.27246.081.733.54JUL7.46247.082.063.50AGO8.20248.082.393.47SET29.90249.082.723.42OCT14.50250.083.063.34NOV8.34251.083.393.31DIC6.47252.083.723.301995ENE5.18253.084.053.28FEB4.54254.084.393.23MAR3.05255.084.723.21ABR2.06256.085.053.21MAY2.32257.085.383.09JUN4.01258.085.713.05JUL5.79259.086.053.05AGO6.14260.086.383.02SET17.10261.086.712.99OCT14.20262.087.042.95NOV24.90263.087.382.88DIC14.90264.087.712.841996ENE3.87265.088.042.83FEB2.39266.088.372.83MAR2.12267.088.702.77ABR2.17268.089.042.74MAY4.10269.089.372.72JUN6.42270.089.702.72JUL8.48271.090.032.71AGO7.47272.090.372.69SET9.51273.090.702.65OCT9.94274.091.032.64NOV8.46275.091.362.61DIC8.29276.091.692.581997ENE3.21277.092.032.57FEB2.72278.092.362.56MAR1.83279.092.692.51ABR1.72280.093.022.50MAY2.69281.093.362.47JUN5.95282.093.692.46JUL6.95283.094.022.45AGO9.05284.094.352.40SET8.40285.094.682.39OCT10.80286.095.022.39NOV5.62287.095.352.36DIC4.54288.095.682.331998ENE3.47289.096.012.32FEB2.33290.096.352.29MAR1.87291.096.682.25ABR2.77292.097.012.17MAY2.47293.097.342.13JUN6.92294.097.672.12JUL5.46295.098.012.06AGO6.99296.098.341.87SET11.70297.098.671.85OCT16.40298.099.001.83NOV10.10299.099.341.79DIC9.12300.099.671.72

EJERCICIO-3Clculo de la Precipitacin Neta (Mtodo S.C.S)

-Con los datos de precipitacin total mostrados en la columna C determinar la Precipitacin Neta-Considerar las ecuaciones 1 y 2.-Hacer la grfica correspondientes, donde se muestre la precipitacin neta y las abstracciones-Considerar los clculos hechos en clases

Abstracciones inicialesPo=67.3mmPn =(P - Po)2 / (P + 4Po).(1)Pn =(P - Po)2 / (P + 4Po).(2)

t (horas)P totalS P totalS PnetaP neta% P netaAbstracciones (Ptotal - Pneta)13.53.50.00.00.03.5221.5250.00.00.021.5315.540.50.00.00.015.5432.5730.10.10.332.4519.592.51.81.78.517.8626.51196.95.119.421.470.5119.57.00.125.00.484.51248.21.225.93.3901248.20.00.01001248.20.00.01101248.20.00.0

Si disponemos de un dato de CN (Curve Number)Conversin de CN en Po y viceversalo convertimos en Po mediante la "calculadora"S.C.S. supone que la abstraccin inicial (=umbral de escorrenta) es el 20%de la abstraccin mxima. Si se desea variar, cambiar aqu:0.2Escribir dato a la izda, solucin aparece a la derechaCNPo4367.3mm

PoCN20mm71.8

Al utilizar el programa HEC-HMS hay que introducir los dos valores: el n de Curva (CN) y la abstraccin inicial (o umbral de escorrenta, Po). HEC-HMS acepta una pareja de valores aunque no se ajuste al clculo que presentamos aqu. En cualquier caso, el programa informa tras la ejecucin: "La abstraccin inicial es 0.2 de la abstraccin total" ( 0.15 lo que corresponda)

EJERCICIO-4t (horas)Q (m3/s)t (horas)P neta (mm)00.000.012.013.124.021.835.530.044.545.653.050.861.7 60.070.0Q hidrogramast (horas)(m3/s)PnetaHr:0Hr: 1Hr:2Hr:3Hr:4Hr:5Hr:6H.U. Q resultante00.000.012.010.00.00.024.020.06.20.06.235.530.012.43.60.016.044.540.017.17.20.00.024.353.050.014.09.90.011.20.035.161.760.09.38.10.022.41.60.041.470.070.05.35.40.030.83.20.044.780.03.10.025.24.40.032.790.00.016.83.60.020.4100.09.52.40.011.9110.01.40.01.4120.00.00.0130.00.0

Calcular el hidrograma generado por la siguiente precipitacin neta:

Considerar los ejemplos hechos en clase

Disponemos del Hidrograma Unitario de una cuenca, producida por una P neta de 1mm durante 1 hora:

EJERCICIO-5

Datos de entradaClculosLong cauce=8.4km.Pendiente=0.0054761905m/mCota max=1080m(Frmula tiempo conc. de la norma 5.2-IC) Datos para dibujar el tringuloCota min=1034mt conc=4.07horas0.3 (L/J^1/4)^0.76tiempoQSuperficie=34km2tiempo punta=3.44horas0.000.00Precipitacin=4.7mmtiempo base=9.19horas3.449.67Duracin P neta=2horasCaudal de la punta=9.67m3/seg.9.190.00

Comprobacin:Volumen total por el rea bajo el hidrograma (area tringulo = Base X altura / 2):159800m3Volumen total (area cuenca X lmina agua cada):159800m3

t / tpQ / QptQ000.000.000.10.0150.340.140.20.0750.690.720.30.161.031.550.40.281.382.710.50.431.724.160.60.62.065.800.70.772.417.440.80.892.758.600.90.973.109.38113.449.671.10.983.789.471.20.924.138.891.30.844.478.121.40.754.827.251.50.655.166.281.60.575.505.511.80.436.194.1620.326.883.092.20.247.572.322.40.188.261.742.60.138.941.262.80.0989.630.9530.07510.320.723.50.03612.040.3540.01813.760.174.50.00915.480.0950.00417.200.04

EJERCICIO-6EJEMPLO:USAR EL PROGRAMA HEC-HMS PARA DESARROLLAR EL SIGUIENTE PROBLEMACUENCA EL PARON y QUITARACSAHUAYLASHUANTALa cuenca que se muestra a continuacin posee 3 subcuencas, cuyas caractersticas se muestran en la Tabla 1HORAESTACIN 1ESTACIN 2ESTACIN 3PRECIPITACIN (mm)PRECIPITACIN (mm)PRECIPITACIN (mm)SubcuencaAreaCNTcTiempo retardo Sustracciones iniciales Impermeabilizacin0:00 - 1: 000.001.020.00(Km2)(min)(min)(mm)(%)1:00 - 2:000.512.010.001.Paron12.717140.327.1043.2462:00 - 3:001.813.310.192.Quitaracsa9.827830.118.4317.1053:00 - 4:002.544.041.433.Huaylas115.4572158.097.2520.1084:00 - 5:004.576.072.344.Huanta17.437555.221.4215.2345:00 - 6:004.576.077.266:00 - 7:0015.2416.748.247:00 - 8:0021.3422.8413.34SubcuencaPrecipitacin NetaPneta a escorrentaTransito de Avenida8:00 - 9:0021.8423.3414.84SCS Curve NumberHidrograma Unitario Sinttico SCSMuskingun K = 0.51 hrs / X = 0.359:00 - 10:0010.1611.664.1610:00 - 11:0011.1812.686.181.-SIMULAR LA CUENCA SIN DERIVACIN11:00 - 12:002.033.531.20Determinar los caudales mximos en m3/s que se producen en:m3/s12:00 - 13:002.353.851.30-La subcuenca Paron21.4213:00 - 14:002.544.040.54-La subcuenca Quitaracsa37.8014:00 - 15:003.214.712.21-La subcuenca Huaylas322.6215:00 - 16:002.544.042.04-El punto A donde se unen las 3 subcuencas anteriores364.0416:00 - 17:001.523.021.12-La Subcuenca Huanta29.7917:00 - 18:001.022.520.72-En la estacin de aforo, punto B a la salida de la cuenca378.1618:00 - 19:001.022.520.8219:00 - 20:001.022.520.922.-SIMULAR LA CUENCA CON DERIVACIN-Cul sera el comportamiento de la cuenca, si se hace unatoma de agua en el punto A de la cuenca, para derivar 30 m3/sdestinadas a un proyecto de riego, teniendo en cuenta que nose debe reducir el caudal del cauce en el tramo A-B a menosde 25 m3/s, esto sin contar el caudal base.m3/s-La subcuenca Paron21.42-La subcuenca Quitaracsa37.80-La subcuenca Huaylas322.62-El punto A donde se unen las 3 subcuencas anteriores364.04-La Subcuenca Huanta29.79-En la estacin de aforo, punto B a la salida de la cuenca348.16-Canal 130.00-Diversion 1334.04

EJERCICIO-7PROYECTO QUITARACSA - ESTACION P1FechaNivel de agua (msnm)Caudal (m3/s)Temperatura del agua (C)Temperatura del aire (C)Presin atmosferica (mbar)FechaMnimoMedioHMximoMnimoMedioMximoMnimaMediaMximoMnimaMediaMximoMnimaMediaMximo30-Oct-093,236.543,236.580.623,236.645.626.557.859.2710.6912.369.5512.4919.28691692.74694.6231-Oct-093,236.513,236.540.583,236.574.985.686.379.3411.6914.4210.1314.1522.01690.31692.82694.621-Nov-093,236.493,236.510.553,236.544.535.045.5610.1111.2512.798.611.2617.07691.39693.19695.82-Nov-093,236.493,236.520.563,236.574.635.266.329.1611.2613.88.7712.3822.09691.29693.9696.093-Nov-093,236.483,236.490.533,236.514.334.685.049.9311.6914.049.0713.1323.39690.02692.93694.334-Nov-093,236.463,236.480.523,236.503.994.454.779.7110.9912.938.9711.7517.21692.27693.49695.115-Nov-093,236.453,236.470.513,236.483.884.164.477.9410.2713.016.9612.422.94691.19693.73695.216-Nov-093,236.443,236.450.493,236.473.593.914.257.069.5411.865.6411.6223.48691.19693.52695.217-Nov-093,236.423,236.440.483,236.473.323.684.116.299.1411.895.1912.7326.13690.7692.78694.048-Nov-093,236.423,236.430.473,236.453.173.513.886.519.3912.346.1913.126.74690.51693.15694.829-Nov-093,236.413,236.430.473,236.453.043.393.86.379.2312.115.5913.4927.04690.31693.06694.8210-Nov-093,236.413,236.430.473,236.453.063.453.866.549.7112.596.7414.3627.02689.23692.06693.6411-Nov-093,236.423,236.440.483,236.473.233.634.118.789.9811.239.0113.1524.78689.23691.73693.6412-Nov-093,236.433,236.450.493,236.473.433.774.278.9310.0211.05911.5517.73690.8692.23693.9413-Nov-093,236.453,236.480.523,236.513.864.365.029.2110.4512.089.6412.6623.59690.7692.37694.0414-Nov-093,236.453,236.470.513,236.503.94.214.879.0810.7812.928.2112.4723.67690.41692.84695.1115-Nov-093,236.453,236.470.513,236.513.744.225.029.0610.4811.78.5111.618.08691.1692.79694.3316-Nov-093,236.473,236.500.543,236.534.234.855.519.710.5511.269.0711.2815.13690.8692.76694.2317-Nov-093,236.523,236.590.633,236.665.296.628.269.6610.3110.859.5811.3314.88690.7692.7694.6218-Nov-093,236.553,236.660.73,236.965.798.3115.779.5310.2611.489.3811.4916.73691.59692.63694.0419-Nov-093,236.583,236.650.693,236.836.528.1612.259.1110.7212.728.3413.5325.09690.41692.3693.7420-Nov-093,236.533,236.560.63,236.615.476.17.159.5411.7714.569.1714.7629.9689.14692.17693.9421-Nov-093,236.513,236.530.573,236.564.985.516.0410.1111.412.7510.0712.918.17689.92691.86693.7422-Nov-093,236.503,236.530.573,236.584.795.416.4110.2911.3812.6110.1313.4123.25690.41692.6694.2323-Nov-093,236.553,236.600.643,236.665.776.878.3710.2611.0112.1910.1911.9419.93691.59692.87694.0424-Nov-093,236.563,236.670.713,236.8668.4613.179.9410.6311.339.6711.1616.15691.29692.74694.5325-Nov-093,236.613,236.660.73,236.747.098.3610.259.710.8412.189.6311.8318.41690.51692.38693.9426-Nov-093,236.603,236.650.693,236.717.028.119.469.9811.0512.339.8112.7821.46690.41692.39694.5327-Nov-093,236.603,236.720.763,236.896.879.7413.7610.1810.7311.5410.0711.7317.55690.8692.4693.9428-Nov-093,236.673,236.760.83,236.868.410.6213.159.5610.8312.319.3411.3417.34690.51692.3693.7429-Nov-093,236.803,236.940.983,237.1811.4815.0921.759.7210.4211.319.4410.714.23691.88693.11694.5330-Nov-093,236.783,236.880.923,237.0711.0913.5418.578.9810.6512.328.2711.3518.66690.21692.38693.941-Dec-093,236.703,236.780.823,236.879.2311.1413.439.3610.9212.628.6112.4123.68689.82691.98693.452-Dec-093,236.653,236.730.773,236.868.129.9113.029.2211.0613.448.4713.1326.32689.53691.93693.743-Dec-093,236.673,236.780.823,236.978.4411.0615.889.9510.611.259.8711.7516.93691.59692.97694.334-Dec-093,236.683,236.740.783,236.828.6310.0611.979.4910.7212.169.3211.6617.99691692.74694.045-Dec-093,236.653,236.710.753,236.817.969.4211.789.5810.7811.989.0711.2416.38691.1692.58693.946-Dec-093,236.603,236.640.683,236.726.877.899.79.4110.5812.068.5211.8719.69691.59693.16694.537-Dec-093,236.563,236.590.633,236.636.046.647.498.739.9611.337.8611.3918.84692.08693.38694.828-Dec-093,236.543,236.580.623,236.665.66.558.338.59.811.238.1910.7616.47691.1692.9694.339-Dec-093,236.563,236.610.653,236.705.967.119.148.9710.2111.328.6711.9920.96691.29692.83694.2310-Dec-093,236.563,236.590.633,236.665.986.88.339.610.8512.169.512.8723.24690.9692.59694.0411-Dec-093,236.553,236.610.653,236.815.947.1711.859.6610.5111.828.7911.3616.53691.88693.52695.4112-Dec-093,236.573,236.610.653,236.706.267.269.218.7410.3712.087.5611.1418.57691.29693.01694.5313-Dec-093,236.563,236.600.643,236.646.136.937.719.4910.7712.328.912.9726.8689.72692.26693.6414-Dec-093,236.603,236.620.663,236.676.827.448.589.9211.4413.1510.113.9625.37688.84691.34693.0615-Dec-093,236.593,236.760.83,236.856.6710.5812.7710.1711.5513.399.514.3429.84688.94691.52693.6416-Dec-093,236.723,236.800.843,236.889.6511.5713.5510.1711.9914.0610.4614.1527.2689.04691.78693.3517-Dec-093,236.703,236.770.813,237.009.1110.7816.7810.5211.5813.19.9912.4619.94689.82691.62693.1518-Dec-093,236.773,236.840.883,237.0110.8212.5616.969.8411.1612.79.6812.3223.62689.82691.75693.3519-Dec-093,236.823,236.910.953,237.0812.114.3318.969.710.9912.459.6812.0622.72690.12692.19694.6220-Dec-093,236.843,236.9613,237.1112.6215.7119.759.619.9110.599.3110.2918.87692.47693.42694.8221-Dec-093,236.863,236.981.023,237.1313.0716.220.199.3710.5212.829.2111.1716.04692.17693.7695.722-Dec-093,236.833,236.940.983,237.1812.2215.1721.648.8910.5812.828.4711.2419.56691.68693.81696.8823-Dec-093,236.903,237.101.143,237.5714.0419.4633.219.0210.3712.668.1411.1517.5690.61693.35695.724-Dec-093,237.033,237.201.243,237.5217.6322.1731.468.6610.6713.548.0911.9621.39690.41692.87694.9225-Dec-093,236.923,237.051.093,237.1714.618.0721.279.5710.6212.049.5211.5116.74690.31692.97694.6226-Dec-093,236.833,236.890.933,236.9812.2513.9516.149.4310.8412.859.1311.6119.63690.51692.54694.3327-Dec-093,236.783,236.850.893,236.9811.1912.8416.149.3210.1911.457.7810.3715.03690.7692.94694.5328-Dec-093,236.823,236.870.913,236.9712.0513.3315.98.8910.4712.98.0811.9621.63689.23692.28694.2329-Dec-093,236.743,236.800.843,236.8610.1511.5713.128.9811.0513.877.7211.8721.56689.63692.31694.3330-Dec-093,236.703,236.740.783,236.789.1610.2311.129.2111.1914.278.0913.1523.9689.14692.23694.2331-Dec-093,236.643,236.690.733,236.747.89.0510.038.9710.9414.078.8513.3323.45688.94692.42694.331-Jan-103,236.633,236.660.73,236.697.518.239.028.2510.9514.468.0114.0827.05687.08690.83693.742-Jan-103,236.613,236.650.693,236.697.098.019.048.3910.4712.88.2913.3525.78686.88689.77691.683-Jan-103,236.603,236.640.683,236.667.027.738.379.6911.5414.069.713.2425.8686.59689.81692.174-Jan-103,236.603,236.630.673,236.7377.679.8410.5911.8113.129.112.2617.79688.35690.84693.455-Jan-103,236.693,236.770.813,236.858.9310.7812.810.0710.6211.168.910.4514.01691.1692.75693.946-Jan-103,236.683,236.800.843,236.928.7911.5414.739.791112.458.7512.122.55688.94692.1693.74

Las frmulas utilizadas se encuentran en el tema T070

Ms abajo puede verse la "suavizacin" del hidrograma triangular por el mtodo del Hidrograma Adimensional del SCS

Puedes introducir nuevos Datos de Entrada , y se modificarn los resultados y los grficos