1. METODO RACIONALQ = 0.278 CIA m3/s

INTENSIDAD = I = mm/hAREA DE LA CUENCA = A = km2

C=Q= 0 m3/seg

2. Metodo de analisis regional de caudales

Qmxi = Qmi (Ax/Ai)

Area de la cuenca = 135

AÑO RIO 1 RIO 2 RIO 3 RIO 1 RIO 2 RIO 3 Qx1988 96 101 115 105.37 158.55 160.05 141.321989 35 68 96 38.41 106.74 133.61 92.921990 56 35 86 61.46 54.94 119.69 78.701991 37 96 47 40.61 150.70 65.41 85.571992 90 14 88 98.78 21.98 122.47 81.081993 46 17 91 50.49 26.69 126.65 67.941994 19 42 46 20.85 65.93 64.02 50.271995 84 39 39 92.20 61.22 54.28 69.231996 38 40 62 41.71 62.79 86.29 63.601997 71 63 69 77.93 98.90 96.03 90.951998 30 50 85 32.93 78.49 118.30 76.571999 42 52 44 46.10 81.63 61.24 62.992000 38 36 36 41.71 56.51 50.10 49.442001 36 93 33 39.51 145.99 45.93 77.142002 76 81 90 83.41 127.15 125.26 111.94

123 86 97

km2

Area de la cuenca km2