DETERMINACION DE LA PENDIENTE DE UNA CUENCAMETODO DE HORTON

LINEA DEL INTERSECCIONES Y TANGENCIAS LONG. DE LINEAS RECTIC (Km.)

CUADRIC.

0 0 0 0.000 0.0001 6 8 0.997 1.7882 23 18 3.241 2.3583 31 35 4.229 3.3734 39 47 4.454 5.8515 45 49 4.741 6.2676 47 58 6.114 6.5047 42 62 5.758 6.2618 44 54 5.372 6.0089 28 42 4.756 5.29710 19 40 3.751 4.02711 16 29 3.085 3.15212 20 21 3.384 2.59613 15 11 1.712 1.71714 1 - 0.491 -

Suma 376 474 52.085 55.199Suma Total 850 107.284

D = 0.050Sec ø = 1.570

0.622

NX NY LX LY

SC =

DETERMINACION DE LA PENDIENTE DE UNA CUENCAMETODO DE ALVORD

CURVA (m) LONGITUD (Km) CURVA (m) LONGITUD (Km)

1350 0.388 2450 9.8211400 1.541 2500 9.6921450 2.865 2550 7.4851500 4.736 2600 8.0541550 6.554 2650 7.2881600 9.166 2700 7.3471650 9.312 2750 6.3751700 11.299 2800 8.0151750 10.784 2850 5.6801800 12.269 2900 5.5501850 11.331 2950 5.4741900 11.785 3000 5.3861950 11.556 3050 4.5942000 12.380 3100 4.3072050 11.574 3150 4.1072100 11.328 3200 3.9552150 11.467 3250 3.7312200 11.775 3300 3.4762250 11.642 3350 2.5702300 12.031 3400 2.1392350 11.560 3450 1.5822400 11.757 3500 0.260

209.100 116.888

Suma 325.988

D = 0.050A = 26.08

0.625SC =