prueba de infiltracion

calculo de la lamina de infiltracion Metodo de cuadrados Minimosn tiempo min tiempo hr cm mm x=logt y=logf1 2 0.03 0.2 2 -1.4771 0.30102 4 0.07 0.4 4 -1.1761 0.60213 6 0.10 0.6 6 -1.0000 0.77824 8 0.13 0.8 8 -0.8751 0.90315 11 0.18 1.1 11 -0.7368 1.04146 16 0.27 1.4 14 -0.5740 1.14617 21 0.35 1.7 17 -0.4559 1.23048 26 0.43 1.9 19 -0.3632 1.27889 31 0.52 2.2 22 -0.2868 1.3424

10 41 0.68 2.4 24 -0.1654 1.380211 51 0.85 2.6 26 -0.0706 1.415012 61 1.02 2.8 28 0.0072 1.447213 71 1.18 3 30 0.0731 1.477114 91 1.52 3.2 32 0.1809 1.505115 111 1.85 3.4 34 0.2672 1.531516 131 2.18 3.6 36 0.3391 1.556317 151 2.52 3.7 37 0.4008 1.568218 171 2.85 3.8 38 0.4548 1.579819 191 3.18 3.8 38 0.5029 1.5798

∑ Err:522 Err:522B= Err:522 A= Err:522α= Err:522 r^2= Err:522

velocidad de acumulada

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.500

5

10

15

20

25

30

35

40f(x) = 25.3019381350943 x^0.604711693988434R² = 0.93896257824473

velocidad de Infiltracion

TIEMPO (hrs)

LA

MIN

A A

CU

M (

mm

)

0 02 24 46 68 8

11 1116 1621 2126 2631 3141 4151 5161 6171 7191 91

111 111131 131151 151171 171191 191

calculo de la lamina de infiltracion Metodo de cuadrados MinimosXi xYi Xi^2 Yi^2

-0.4447 2.1819 0.0906-0.7081 1.3832 0.3625-0.7782 1.0000 0.6055-0.7903 0.7657 0.8156-0.7673 0.5428 1.0845-0.6579 0.3295 1.3136-0.5610 0.2079 1.5140-0.4644 0.1319 1.6352-0.3850 0.0822 1.8021-0.2282 0.0273 1.9050-0.0999 0.0050 2.00210.0104 0.0001 2.09430.1080 0.0053 2.18190.2723 0.0327 2.26550.4092 0.0714 2.34540.5278 0.1150 2.42210.6286 0.1607 2.45930.7186 0.2069 2.49570.7944 0.2529 2.4957

-2.415673488 7.502419665 31.89056525