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precipitaciones pluviales de la quebrada amoju jaen y calculo
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CHONTALI
OFICINA GENERAL DE ESTADISTICA E INFORMATIVA
ESTACION : CHONTALI / 000250 /DRE - 02LAT.:538' 37''"S"DPTO:CAJAMARCAPARAMETRO : PRECIPITACION MAXIMA EN 24 HORAS (mm)LONG.795'5''"W"PROV:JAENALT:1627 msnmDIST.CHONTALI
AOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICP ANUAL199316.822.628.422.414.616.48.44.28.836.820.238.2237.8199448.417.432.226.81926.6126.422.7191324.2267.7199528.88.822.612.816.210.21610.188.846.844.2233.3199638.42738.828.626.25.36.21022.440.8329.6285.319974720.212.350.415.89.410.46.62022.829.835279.7199824.532.825.651.335.122.45.841136.234.719.8303.2199923.84324.425.521299.38.316.251.627.242.3321.6200011.634.392.530.631.224.612.86278.56.724.2310200170.513.321.731.913.34.7116.63013.443.320.5280.2200227.218.217.424.721.5620.31.715.328.82919.9230200330.924.622.63223.930.510.83.19.24828.722.2286.5200446.67.833.152.217.812.37.85.615.550.320.324.8294.1200534.447.341.966.325.8154.35.829.123.832.633.3359.6200625.824.644.24215.734.15.33.23.52845.621.9293.9200717.210.734.828.720.722.713.310.84.637.951.620.8273.8200820.866.225.131.411.412.211.96.91536.969.511.5318.8200949.520.248.24227.417.315.210.212.422.320.225.8310.7201012.477.956.719.417.615.54.57.813.514.91830.2288.4201142.539.444.138.221.58.614.93.544.423.730.744.5356201242.146.638.883.74812.313.66.43.746.446.924.3412.8201317.933.433.410.527.533.236.918.915.829.53.519.5280
SUMA677.1636.3738.8751.4471.2368.3250.7146.1348.1628.4650.3556.76223.4PROM.32.2430.3035.1835.7822.4417.5411.946.9616.5829.9230.9726.51296.35
JAN
OFICINA GENERAL DE ESTADISTICA E INFORMATIVA
ESTACION : JAEN / CP - 252/DRE - 02LAT.:540'39""S"DPTO:CAJAMARCAPARAMETRO : PRECIPITACION MAXIMA EN 24 HORAS (mm)LONG.7846'46""W"PROV:JAENALT:654msnmDIST.JAENINFORMACIN PLUVIOMETRICAAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICP ANUAL19937.8762.5645.1911.7818.827.734.6736.1072.9424.8138.8530.44361.763.00199414.7058.4635.4457.9413.8712.246.564.7548.207.5417.3914.06291.154.0019954.9425.5123.8122.7410.184.6010.2656.987.819.5241.2236.00253.575.0019967.9025.7018.0011.2016.5014.700.506.7013.7019.8018.4038.00191.106.00199711.0016.7014.4030.009.664.247.4111.9713.3423.7431.6133.94208.017.00199826.5976.2541.1637.2731.4418.503.1021.8223.2529.6835.6515.39360.108.00199924.9773.6017.3416.9520.3617.865.916.1627.5724.9223.1344.23303.009.0020007.1070.4549.1539.8067.9918.068.1875.1440.813.6110.8918.02409.2010.00200133.8832.7126.2622.6414.833.297.0877.9461.4810.9675.3117.95384.3311.0020027.2631.6338.3718.2427.044.0512.701.268.1425.2834.0129.71237.6912.0020036.9354.3415.1815.4617.1428.038.932.3011.1215.6737.0117.92230.0313.0020047.506.8017.7030.6038.1018.002.407.2017.0019.4018.2012.00194.9014.0020056.5042.0036.2031.0010.2018.301.9014.5018.7027.9078.5031.50317.2015.00200618.5038.7023.009.4013.5026.501.308.505.6011.7015.5016.00188.2016.0020077.6027.0032.5029.0029.3013.0027.207.507.2045.9038.9022.60287.7017.00200817.0037.2063.7010.2015.8026.9017.403.409.9324.5777.489.96313.5418.00200921.4754.1229.4813.6722.198.308.3014.6414.5220.2359.4823.59289.9919.00201016.6032.805.5041.5012.5013.304.0022.9010.7024.0012.1030.00225.9020.00201125.5039.5048.9039.8070.604.5021.805.802.5030.8023.5038.70351.9021.00201223.8032.6022.5027.507.8017.006.406.805.2026.0023.2012.20211.0022.0020139.4047.0010.3018.8012.909.006.407.4014.0056.900.7018.60211.4023.00
SUMA307.01885.63614.08535.49480.72288.10172.40399.76433.71482.93711.03510.815821.67PROM.14.6242.1729.2425.5022.8913.728.2119.0420.6523.0033.8624.32277.22
22550183.3333333333
LA CASCARILLAOFICINA GENERAL DE ESTADISTICA E INFORMATIVA
ESTACION : LA CASCARILLA "CO"LAT.:540'18.3''"S"DPTO:CAJAMARCAPARAMETRO : PRECIPITACION MAXIMA EN 24 HORAS (mm)LONG.7853'51.6''"W"PROV:JAENALT:2005msnmDIST.JAENINFORMACIN PLUVIOMETRICAAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICP ANUAL19934332.436.445.326.266528013.671.339.160.4565.70199422.829.426.539.449.513.68.613.532.321.87056.9384.30199526.821.432.213.977.423.6S/D4.66.35038.543.3338.00199631.23733.457.226.930.73.824.229.441.215.417.1347.50199718.532.429.447.840.653.829.611.116.561.129.527.2397.50199849.941.132.465.382.629.8108.92343.142.235.9464.20199944.366.844.430.836.24634.312.44166.45354.4530.0020004259.865.841.84540.717.315.483.213.220.719463.90200139.226.825.244.932.38.2131167.630.8110.536445.50200224.343.223.236.66713.833.730.923.852.625.823.9398.80200324.831.251.536.629.530.41915.714.155.241.833382.80200472.725.327.729.149.724.512.412.228.630.345.345.6403.40200519.532.547.651.625.816.610.718.330.85473.935.4416.7020064547.23933.324.598.63.38.39.741.167.650.4468.00200717.721.931.948.549.315.828.12626.580.553.745.9445.80200836.967.941.820.242.63428.417.38.252.538.35.2393.30200956.126.773.643.646.819.423.83323.387.927.242.9504.30201023.850.217.766.717.7143.811.414.238.315.636309.40201178.634.631.78327.716.815.610.441.5325653.6481.50201270.34967.36117.725.127.412.68.227.740.547.7454.50201318.344.531.114.652.23023.32918.180.51138.6391.20
SUMA805.70821.30809.80911.20867.20651.40398.10406.20559.901031.50915.60808.408986.30PROM.38.3739.1138.5643.3941.3031.0219.9119.3426.6649.1243.6038.50427.92
COMPLETAR DSCOMPLETAR DATOS FALTANTES
1.- ESTACION LA CASCARILLA 1.1 Ao 1995
ESTACION LA CASCARILLA: MES DE JULIOABCPRECIPITACIONESX10.2616PROMEDIO19.918.2111.94
CALCULO DE P(x)25.78
LA CASCARILLA (2)OFICINA GENERAL DE ESTADISTICA E INFORMATIVA
ESTACION : LA CASCARILLA "CO"LAT.:540'40''"S"DPTO:CAJAMARCAPARAMETRO : PRECIPITACION MAXIMA EN 24 HORAS (mm)LONG.7853'52''"W"PROV:JAENALT:1908msnmDIST.JAENINFORMACIN PLUVIOMETRICAAOENEFEBMARABRMAYJUNJULAGOSETOCTNOVDICP ANUAL19934332.436.445.326.266528013.671.339.160.4565.70199422.829.426.539.449.513.68.613.532.321.87056.9384.30199526.821.432.213.977.423.625.784.66.35038.543.3363.78199631.23733.457.226.930.73.824.229.441.215.417.1347.50199718.532.429.447.840.653.829.611.116.561.129.527.2397.50199849.941.132.465.382.629.8108.92343.142.235.9464.20199944.366.844.430.836.24634.312.44166.45354.4530.0020004259.865.841.84540.717.315.483.213.220.719463.90200139.226.825.244.932.38.2131167.630.8110.536445.50200224.343.223.236.66713.833.730.923.852.625.823.9398.80200324.831.251.536.629.530.41915.714.155.241.833382.80200472.725.327.729.149.724.512.412.228.630.345.345.6403.40200519.532.547.651.625.816.610.718.330.85473.935.4416.7020064547.23933.324.598.63.38.39.741.167.650.4468.00200717.721.931.948.549.315.828.12626.580.553.745.9445.80200836.967.941.820.242.63428.417.38.252.538.35.2393.30200956.126.773.643.646.819.423.83323.387.927.242.9504.30201023.850.217.766.717.7143.811.414.238.315.636309.40201178.634.631.78327.716.815.610.441.5325653.6481.50201270.34967.36117.725.127.412.68.227.740.547.7454.50201318.344.531.114.652.23023.32918.180.51138.6391.20
SUMA805.70821.30809.80911.20867.20651.40423.88406.20559.901031.50915.60808.409012.08PROM.38.3739.1138.5643.3941.3031.0220.1819.3426.6649.1243.6038.50429.15
Curva hipsiometricaCURVA HIPSOMETRICANALTITUD (msnm)Area ParcialAreaArea sobre la% Area% AreaAlt. Media*Mas bajamas altamediaa (km2)Acum. (km2)altitud (km2)acumuladaArea parc. X)
TrPexc.(1/Tr)Pno exc.ln(1-1/Tr)e(-y)y=-(LN(e(-y)))x=u+a*y20.5000.500-0.6930.6930.36766.00250.2000.800-0.2230.2231.50078.440100.1000.900-0.1050.1052.25086.675200.0500.950-0.0510.0512.97094.574300.0330.967-0.0340.0343.38499.118500.0200.980-0.0200.0203.902104.7981000.0100.990-0.0100.0104.600112.4602000.0050.995-0.0050.0055.296120.093
parm GumbVALORES GUMBELMedia reducida Ynn0123456789100.49520.49960.50350.50700.51000.51280.51570.51810.52020.5220200.52300.52520.52680.52830.52960.53090.53200.53320.53430.5353300.53620.53710.53800.53880.53960.54020.54100.54180.54240.5430400.54360.54420.54480.54530.54580.54630.54680.54730.54770.5481500.54850.54890.54930.54970.55010.55040.55080.55110.55150.5518600.55210.55240.55270.55300.55330.55350.55380.55400.55430.5545700.55480.55500.55520.55550.55570.55590.55610.55630.55650.5567800.55690.55700.55720.55740.55760.55780.55800.55810.55830.5585900.55860.55870.55890.55910.55920.55930.55950.55960.55980.55991000.5600Desviacin tipica reducida Snn0123456789100.94960.96760.98330.99711.00951.02061.03161.04111.04931.0565201.06281.06961.07541.08111.08641.09151.09611.10041.10471.1086301.11241.11591.11931.22601.12551.12851.13131.13391.13631.3880401.14131.14301.14581.14801.14991.15191.15381.15571.15741.1590501.16071.16231.16381.16581.16671.16811.16961.17081.17211.1734601.17471.17591.17701.17821.17931.18031.18141.18241.18341.1844701.18541.18631.18731.18811.18901.18981.19061.19151.19231.1930801.19381.19451.19531.19591.19671.19731.19801.19871.19941.2001901.20071.20131.20201.20261.20321.20381.20441.20491.20551.20601001.2065
Bondad SKProbabilidad de excedencia F(x)Diferencia Delta DDATOSEmpricaNormalLN2LN3GumbelNormalLN2LN3Gumbel10.04550.00420.01020.01620.03470.04130.03530.02920.010820.09090.04180.05030.05870.08870.04910.04060.03220.002230.13640.17980.16900.16850.19900.04340.03270.03220.062740.18180.28820.26400.25510.27770.10640.08220.07330.095950.22730.29340.26870.25950.28160.06610.04140.03220.054360.27270.30400.27830.26830.28940.03120.00550.00450.016770.31820.36190.33190.31810.33320.04380.01370.00010.015180.36360.36190.33190.31810.33320.00170.03180.04560.030490.40910.37630.34540.33080.34440.03280.06370.07830.0647100.45450.45330.42030.40200.40650.00130.03420.05250.0481110.50000.55920.52960.50950.50020.05920.02960.00950.0002120.54550.59490.56810.54850.53450.04950.02270.00310.0109130.59090.66380.64480.62800.60530.07290.05390.03710.0144140.63640.67210.65420.63790.61430.03570.01790.00160.0221150.68180.72760.71840.70650.67700.04570.03660.02470.0048160.72730.74980.74460.73500.70360.02250.01730.00770.0237170.77270.75460.75020.74120.70950.01810.02250.03150.0633180.81820.75700.75310.74430.71240.06120.06510.07390.1058190.86360.86920.88610.89220.85990.00560.02240.02860.0037200.90910.92210.94500.95600.93280.01300.03590.04700.0237210.95450.94200.96490.97570.95830.01260.01030.02120.0037
0.106370.082180.078320.10580TRUETRUETRUETRUE0.2968
Los datos de ajustan a la funcin Log Normal 3, siendo este dato 0,07832 menor a 0,2968
ESTACIN ARIAL CUENCA AMOJ
T RPRECIP. MX LN3
266.26576.811083.372089.433092.825097.00100102.55200108.00
DickTRPRECP. MAX.DURACION EN MINUTOS515304560266.26116.08521.16825.17427.85929.937576.81018.64524.53929.18132.29534.7031083.37520.23926.63631.67535.05537.6692089.42721.70828.56933.97537.59940.4033092.82422.53329.65535.26539.02841.9385097.00223.54730.98936.85340.78443.826100102.54624.89332.76038.95943.11546.330200107.99726.21634.50241.03045.40748.793Fuente: MANUAL DE HIDROLOGA, HIDRULICA Y DRENAJE
TRPRECP. MAX.DURACION EN MINUTOS515304560266.26196.50742.33725.17418.57314.968576.810111.87249.07729.18121.53017.3511083.375121.43353.27231.67523.37018.8342089.427130.24857.13933.97525.06620.2023092.824135.19659.30935.26526.01820.9695097.002141.28161.97936.85327.19021.913100102.546149.35565.52138.95928.74323.165200107.997157.29469.00441.03030.27124.396Fuente: MANUAL DE HIDROLOGA, HIDRULICA Y DRENAJE
Hoja ResumResumen
Estadsticas de la regresinCoeficiente de correlacin mltiple0.9947441449Coeficiente de determinacin R^20.9895159139R^2 ajustado0.9890499545Error tpico0.0230193817Observaciones48ANLISIS DE VARIANZAGrados de libertadSuma de cuadradosPromedio de los cuadradosFValor crtico de FRegresin22.25056741771.12528370882123.6098082610Residuos450.0238451370.0005298919Total472.2744125547
CoeficientesError tpicoEstadstico tProbabilidadInferior 95%Superior 95%Inferior 95.0%Superior 95.0%Intercepcin2.06685419510.0143826923143.704262531902.03788596572.09582242452.03788596572.0958224245Variable X 10.19174459320.005325552836.004636885700.18101837930.2024708070.18101837930.202470807Variable X 2-0.52693376330.0097001808-54.32205573470-0.5464709304-0.5073965963-0.5464709304-0.5073965963
BellLluvias mximas (mm).- Estacin JanYX1X2T (aos)P.Max 24
h.Duracin en minutoslog I
ACER: ACER:variable
independienteLogTLogt510152030602.09447112862.30102999570.6989700043200108.010.415.519.021.625.733.81.96848294862.30102999571100102.59.414.117.319.723.430.81.87966920562.30102999571.17609125915097.08.512.715.617.821.127.81.81224469682.30102999571.30102999573092.87.811.714.316.419.525.51.7118072292.30102999571.47712125472089.47.310.913.315.218.123.81.52891670032.30102999571.77815125041083.46.49.511.713.315.820.62.05384642692.000000.6989700043576.85.48.110.011.413.517.81.92839585232.000001266.34.26.37.78.810.513.81.83947804742.000001.1760912591Fuente:
Elaboracin del autor aplicando el Modelo de
Bell1.77158748092.000001.30102999571.67117284272.000001.4771212547Intensidades
mximas (mm/hora).- Jaen1.48855071652.000001.7781512504T (aos)P.Max
24 h.Duracin en
minutos2.009450901.69897000430.6989700043510152030601.883661441.69897000431200108.0124.393.075.864.951.533.81.794488051.69897000431.1760912591100102.5113.284.869.159.146.930.81.726727211.69897000431.30102999575097.0102.276.562.353.342.327.81.626340371.69897000431.47712125473092.894.070.357.349.138.925.51.444044801.69897000431.77815125042089.487.565.553.445.736.223.81.973127851.47712125470.69897000431083.476.457.246.639.931.620.61.846955331.47712125471576.865.348.939.934.127.017.81.758154621.47712125471.1760912591266.350.737.930.926.521.013.81.691081491.47712125471.3010299957Fuente:
Elaboracin del autor
1.589949601.47712125471.47712125471.406540181.47712125471.7781512504Resultado
del Anlisis de
Regresin:1.942008051.30102999570.6989700043Constante2.0668541951Log
K=2.0669K=116.641.816241301.30102999571Err. estndar de
est.Y0.0230193817m=0.1921.727541261.30102999571.1760912591R
cuadrada0.9890499545n=0.5271.659916201.30102999571.3010299957Nm. de
observaciones48I=116.64
T0.1921.558708571.30102999571.4771212547Grado de
libertad45Donde:t0.5271.376576961.30102999571.7781512504Coeficiente(s)
X0.1917445932-0.5269337633T= aos1.8830933610.6989700043Error
estndar de coef.0.00532555280.0097001808t=
minutos1.7573960311Fuente: Elaboracin del autor
1.6683859211.17609125911.6009729011.30102999571.4996870811.47712125471.3138672211.77815125041.81491318130.69897000430.69897000431.68930885910.698970004311.60097289570.69897000431.17609125911.5327543790.69897000431.30102999571.43136376420.69897000431.47712125471.25042000230.69897000431.77815125041.70500795930.30102999570.69897000431.578639210.301029995711.48995847940.30102999571.17609125911.42324587390.30102999571.30102999571.32221929470.30102999571.47712125471.13987908640.30102999571.7781512504
INTENS. MAXIntensidades mximas (mm/h).- ESTACIN ARIAL CUENCA AMOJI=K TmtnK=116.64m=0.192n=0.527
Duracin (t) (minutos)Perodo de Retorno (T) en aos2510203050100200557.0568.0177.6788.7295.89105.76120.79137.961039.5947.2053.9161.5766.5573.4083.8395.752027.4832.7637.4142.7346.1950.9458.1866.453022.1926.4630.2234.5137.3041.1446.9953.674019.0722.7325.9729.6632.0635.3540.3846.125016.9620.2123.0926.3728.5031.4335.9041.006015.4018.3620.9723.9525.8928.5532.6137.257014.2016.9319.3422.0823.8726.3330.0734.348013.2415.7818.0220.5822.2524.5428.0232.019012.4414.8316.9419.3420.9123.0626.3430.0810011.7714.0316.0218.3019.7821.8124.9228.4611011.1913.3415.2417.4018.8120.7523.7027.0612010.6912.7414.5516.6217.9719.8222.6325.85
P. EfectivasCALCULO DEL HIETOGRAMA A PARTIR DE LAS CURVAS IDF*CALCULO DEL HIETOGRAMA A PARTIR DE LAS CURVAS IDF*CALCULO DEL HIETOGRAMA A PARTIR DE LAS CURVAS IDF*CALCULO DEL HIETOGRAMA A PARTIR DE LAS CURVAS IDF*
Para Tr = 200 aos40.975Para Tr = 100 aosPara Tr = 50 aosPara Tr = 30 aos
Tiempo (min)Intensidad (mm/hr)Preci. acumulada (mm)Prec. Incremental Prec. OrdenadaTiempo (mim)PrecipitacionTiempo (min)Intensidad (mm/hr)Preci. acumulada (mm)Prec. Incremental Prec. OrdenadaTiempo (mim)PrecipitacionTiempo (min)Intensidad (mm/hr)Preci. acumulada (mm)Prec. Incremental Prec. OrdenadaTiempo (mim)PrecipitacionTiempo (min)Intensidad (mm/hr)Preci. acumulada (mm)Prec. Incremental Prec. OrdenadaTiempo (mim)Precipitacionde ade ade ade a6037.250ERROR:#REF!37.25037.25037.250-603.3006032.610ERROR:#REF!32.61032.61032.610-602.8906028.550ERROR:#REF!28.55028.55028.550-602.5906025.890ERROR:#REF!25.89025.89025.890-602.32012025.850ERROR:#REF!51.70014.45014.450601203.53012022.630ERROR:#REF!45.26012.65012.650601203.04012019.820ERROR:#REF!39.64011.09011.090601202.66012017.970ERROR:#REF!35.94010.05010.050601202.56018020.880ERROR:#REF!62.64010.94010.9401201803.69018018.280ERROR:#REF!54.8409.5809.5801201803.31018016.000ERROR:#REF!48.0008.3608.3601201802.85018014.510ERROR:#REF!43.5307.5907.5901201802.49024017.940ERROR:#REF!71.7609.1209.1201802403.87024015.710ERROR:#REF!62.8408.0008.0001802403.37024013.750ERROR:#REF!55.0007.0007.0001802403.00024012.470ERROR:#REF!49.8806.3506.3501802402.76030015.950ERROR:#REF!79.7507.9907.9902403004.14030013.970ERROR:#REF!69.8507.0107.0102403003.67030012.230ERROR:#REF!61.1506.1506.1502403003.17030011.090ERROR:#REF!55.4505.5705.5702403003.01036014.490ERROR:#REF!86.9407.1907.1903003604.46036012.690ERROR:#REF!76.1406.2906.2903003603.96036011.110ERROR:#REF!66.6605.5105.5103003603.47036010.070ERROR:#REF!60.4204.9704.9703003603.06042013.360ERROR:#REF!93.5206.5806.5803604204.89042011.700ERROR:#REF!81.9005.7605.7603604204.18042010.240ERROR:#REF!71.6805.0205.0203604203.7504209.290ERROR:#REF!65.0304.6104.6103604203.36048012.450ERROR:#REF!99.6006.0806.0804204805.40048010.900ERROR:#REF!87.2005.3005.3004204804.6504809.550ERROR:#REF!76.4004.7204.7204204804.1704808.650ERROR:#REF!69.2004.1704.1704204803.73054011.700ERROR:#REF!105.3005.7005.7004805406.08054010.250ERROR:#REF!92.2505.0505.0504805405.3005408.970ERROR:#REF!80.7304.3304.3304805404.7205408.130ERROR:#REF!73.1703.9703.9704805404.17060011.070ERROR:#REF!110.7005.4005.4005406007.1906009.690ERROR:#REF!96.9004.6504.6505406006.2906008.490ERROR:#REF!84.9004.1704.1705406005.5106007.690ERROR:#REF!76.9003.7303.7305406004.97066010.530ERROR:#REF!115.8305.1305.1306006609.1206609.220ERROR:#REF!101.4204.5204.5206006608.0006608.070ERROR:#REF!88.7703.8703.8706006607.0006607.320ERROR:#REF!80.5203.6203.6206006606.35072010.060ERROR:#REF!120.7204.8904.89066072014.4507208.800ERROR:#REF!105.6004.1804.18066072012.6507207.710ERROR:#REF!92.5203.7503.75066072011.0907206.990ERROR:#REF!83.8803.3603.36066072010.0507809.640ERROR:#REF!125.3204.6004.60072078037.2507808.440ERROR:#REF!109.7204.1204.12072078032.6107807.390ERROR:#REF!96.0703.5503.55072078028.5507806.700ERROR:#REF!87.1003.2203.22072078025.8908409.270ERROR:#REF!129.7804.4604.46078084010.9408408.120ERROR:#REF!113.6803.9603.9607808409.5808407.110ERROR:#REF!99.5403.4703.4707808408.3608406.440ERROR:#REF!90.1603.0603.0607808407.5909008.940ERROR:#REF!134.1004.3204.3208409007.9909007.830ERROR:#REF!117.4503.7703.7708409007.0109006.850ERROR:#REF!102.7503.2103.2108409006.1509006.210ERROR:#REF!93.1502.9902.9908409005.5709608.640ERROR:#REF!138.2404.1404.1409009606.5809607.570ERROR:#REF!121.1203.6703.6709009605.7609606.620ERROR:#REF!105.9203.1703.1709009605.0209606.010ERROR:#REF!96.1603.0103.0109009604.61010208.370ERROR:#REF!142.2904.0504.05096010205.70010207.330ERROR:#REF!124.6103.4903.49096010205.05010206.420ERROR:#REF!109.1403.2203.22096010204.33010205.820ERROR:#REF!98.9402.7802.78096010203.97010808.120ERROR:#REF!146.1603.8703.870102010805.13010807.110ERROR:#REF!127.9803.3703.370102010804.52010806.230ERROR:#REF!112.1403.0003.000102010803.87010805.650ERROR:#REF!101.7002.7602.760102010803.62011407.890ERROR:#REF!149.9103.7503.750108011404.60011406.910ERROR:#REF!131.2903.3103.310108011404.12011406.050ERROR:#REF!114.9502.8102.810108011403.55011405.490ERROR:#REF!104.3102.6102.610108011403.22012007.680ERROR:#REF!153.6003.6903.690114012004.32012006.730ERROR:#REF!134.6003.3103.310114012003.77012005.890ERROR:#REF!117.8002.8502.850114012003.21012005.340ERROR:#REF!106.8002.4902.490114012002.99012607.490ERROR:#REF!157.2903.6903.690120012604.05012606.560ERROR:#REF!137.7603.1603.160120012603.49012605.740ERROR:#REF!120.5402.7402.740120012603.22012605.200ERROR:#REF!109.2002.4002.400120012602.78013207.310ERROR:#REF!160.8203.5303.530126013203.75013206.400ERROR:#REF!140.8003.0403.040126013203.31013205.600ERROR:#REF!123.2002.6602.660126013202.81013205.080ERROR:#REF!111.7602.5602.560126013202.61013807.140ERROR:#REF!164.2203.4003.400132013803.69013806.250ERROR:#REF!143.7502.9502.950132013803.16013805.470ERROR:#REF!125.8102.6102.610132013802.74013804.960ERROR:#REF!114.0802.3202.320132013802.40014406.980ERROR:#REF!167.5203.3003.300138014403.40014406.110ERROR:#REF!146.6402.8902.890138014402.95014405.350ERROR:#REF!128.4002.5902.590138014402.61014404.850ERROR:#REF!116.4002.3202.320138014402.320
* Fuente: Manual de Hidrologia Hidraulica y Drenaje * Fuente: Manual de Hidrologia Hidraulica y Drenaje * Fuente: Manual de Hidrologia Hidraulica y Drenaje * Fuente: Manual de Hidrologia Hidraulica y Drenaje
32.6331998738129.13729596471.7295595933117.83196796972.116213567610datos 7.83196796972.18642439159para 7.83196796972.45342329968 graficar7.83196796972.931160631576.33084077553.037995512166.09153064314.351093316555.4171111795.41711117944.38372651646.330840775534.35109331657.831967969723.44824145337.831967969713.037995512132.633199873802.93116063159.1372959647-12.76788868027.8319679697-22.45342329967.8319679697-32.29015134836.0915306431-42.24353249134.3837265164-52.18642439153.4482414533-62.18331646772.9311606315-72.11621356762.7678886802-81.79977041732.2901513483-91.72955959332.1833164677-101.67245149351.7997704173-11
P (mm)Tiempo (min)P (mm)Tiempo (min)P (mm)Tiempo (min)P (mm)Tiempo (min)
P.netas y Caudal FORMULAS PARA EL CALCULO DE LAS PRECIPITACIONES NETAS* Fuente: Hidrologa Aplicada (Ven te Chow)1.- Calculo del Numero adimensional de curvas (CN)*Donde:Se define un nmero adimensional de curva CN, tal que 0