GUMBEL1.00PRECIPITACIONES MAXIMAS EL TRAMO MATARANI-QUILCAAOMESPP MAX (MM)1991ENER23.21992SEP67.1SUMA646.91993MAY43.91994ENER15.7PROMEDIO34.051995NOV21.71996ENER10.3DESVIACION ESTANDAR17.861997SEP10.51998MAY34.81999ENER29.22000ENER40.92001ENER28.82002ENER22.42003SEP38.72004MAY20.62005ENER18.12006SEP59.32007MAY55.92008ENER65.42009FEB40.4suma646.9promedio34.05desv estandar17.86

COP2.00

nAOMESPP MAX (mm)TR(XI-XM)2

11991ENER23.220.00117.6721992SEP67.110.001092.4832008ENER65.46.67982.9942006SEP59.35.00637.7052007MAY55.94.00477.5461993MAY43.93.3397.0772000ENER40.92.8646.9682009FEB40.42.5040.3692003SEP38.72.2221.65101998MAY34.82.000.57111999ENER29.21.8223.50122001ENER28.81.6727.53132002ENER22.41.54135.66141995NOV21.71.43152.46152004MAY20.61.33180.83162005ENER18.11.25254.32171994ENER15.71.18336.63181997SEP10.51.11554.48191996ENER10.31.05563.94suma646.9SX2319.13XMpromedio34.0SX17.86

23.00PARAMETROS DE GUMBEL PARA MUESTRAS PEQUEAS (INTERPOLACION LINEAL)

TAMAO DE MUESTRA VALOR MEDIODESV.ESTT.(N) AOSYNSN100.50.95150.511.01200.521.06250.531.09300.541.11350.541.13400.541.14500.551.16600.551.17700.551.191000.561.212000.571.28

PARAMETROS GUMBEL PARA MUESTRAS PEQUEAS(INTERPOLACION LINEAL PARA 19 AOS DE MUESTRA )FORMULAS

a=snSN=1.05interpolado para 19 AOSsx=17.86sxYN=0.518sn=1.05a0.05879u29.333

interpolado para 19 aos

4.00PARAMETROS CARACTERISTICOS DEL MODELO PROBABILISTICO

NXNSnSxYnau1934.04736842111.0517.860.5180.0587929.333

IDF5.00 VALOR DE LA PRECIPITACION ASOCIADA A CADA VALOR DE RETORNO

T(AOS)auPti24(mm)pt:cantidad de lluvias en 24 horas50.0587929.3354.852.29pt:ptxfactor de seguridad100.0587929.3367.612.82250.0587929.3383.743.49i24=pt/24500.0587929.3395.703.991000.0587929.33107.584.482000.0587929.33119.414.98

6.00intensidad de lluvia (mm/hr) diferentes periodos de retorno y duracion

T(AOS)TC MIN5102550100200

186.72106.90132.40151.32170.10188.81261.3275.5993.62107.00120.28133.51350.0761.7276.4487.3798.21109.01443.3653.4566.2075.6685.0594.40538.7847.8159.2167.6776.0784.441027.4233.8141.8747.8553.7959.711522.3927.6034.1939.0743.9248.752019.3923.9029.6133.8438.0442.223015.8319.5224.1727.6331.0634.474013.7116.9020.9323.9326.9029.855012.2615.1218.7221.4024.0626.706011.2013.8017.0919.5421.9624.38XYCURVAS IDF (INTENSIDAD DURACION FRECUENCIA)ESTACION NIKESINTENSIDAD DE LLUVIA(mm)

TIEMPO DE DURACION(HRs)

para 50 aosINTENSIDAD DE LLUVIA(I)=151.32 mm/hrs

FORMULA A UTILIZARCoeficientes de Escorrenta (C) para T=10 aos

Factor(RELIEVE)0,20-0,28 Montaoso con pendiente entre 10 y 30%FORMULA

Q=INTENSIDAD DE LLUVIACOEFICIENTE DE ESCORRENTIAAREA

CAUDAL151.32 mm/hrs0.336AREA DE LA CUENCAPARA T>10 AOS0.280.000042 m/s0.336

T=50; C*1,200.336

PARA T=50 AOS 0.336

CUENCAS7.00CUENCAS TRAMO TOTAL

CUENCAS NPROGRESIVAAREA(M2)AREA(HA)L(M)L(KM)DESNIVEL(m)pendiente(%)Q(M3/S)

13+5506098341.68609.833329.523.33500.0015.0286.0625+4004730088.79473.013889.123.89475.0012.2166.75L=LONG CUENCA MAYOD DISTANCIA Q RECORRE UNA GOTA DE AGUA36+57613175405.391317.547611.597.61725.009.52185.93DESNIVEL=DIFERENCIA DE COTAS DE LA LONGITUD47+8202754259.53275.433449.113.45400.0011.6038.87PENDIENTE=DESNIVEL/LONGITUD HORIZONTAL511+0305053668.56505.373997.304.00525.0013.1371.32611+3381603490.89160.353580.183.58500.0013.9722.63CUENCAS (N) NUMERO DE CUENCAS Q SE TIENE713+880682762.1368.281423.941.42175.0012.299.64815+6507113734.22711.375319.975.32530.009.96100.39918+0644547020.59454.705016.155.02795.0015.8564.171020+0196047443.72604.744727.804.73925.0019.5785.34I=0.0000421122+7327336081.54733.614445.334.45300.006.75103.53C=0.3361224+3571004034.60100.401611.911.61150.009.3114.171326+515703698.1170.371345.631.35100.007.439.931429+740767658.9176.77787.700.7975.009.5210.831531+2734386310.84438.633328.173.33500.0015.0261.901632+8142962763.70296.283550.243.55550.0015.4941.811733+9001013982.01101.40967.980.97125.0012.9114.311835+4648644572.96864.464836.594.84375.007.75121.991936+262280606.5728.06495.590.50125.0025.223.962038+0654195558.62419.562266.792.27550.0024.2659.212140+4302530983.89253.102322.722.32550.0023.6835.722241+9045090419.94509.043215.703.22650.0020.2171.842343+381865905.3386.591106.481.11275.0024.8512.222444+8006388137.21638.815487.785.49700.0012.7690.152545+754482970.8348.30905.390.91175.0019.336.822646+4261685914.13168.592044.712.04325.0015.8923.792747+3353976379.92397.643764.683.76575.0015.2756.112850+5204923845.64492.383370.023.37475.0014.0969.492954+165919367.7391.941667.651.67150.008.9912.973054+963934839.5993.48935.390.94100.0010.6913.193156+2301621797.52162.181746.251.75150.008.5922.893257+964156958.9715.70457.080.4675.0016.412.223359+680887781.2088.78865.250.87215.0024.8512.53

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