METODO DE DONNAN

Zanjas AbiertasR = 0.015

PTA =

PD = 2.5

0.15

b = 0.8B

D

B = PEI - PTA D = PEI - PTA + Y L = (4*K*(B^2-D^2)/R)^(1/2)

5.25 4.15 58.71

TUBERIAS ENTERRADAS

R = 0.015

PTA =

PD = 2.5

BD

B = PEI - PTA D = PEI - PD + r

5.25 4.3

METODO DE DONNAN

1.25

PEI = 6.5

K = 1.25

L = (4*K*(B^2-D^2)/R)^(1/2)

1.25

r = 0.3

PEI = 6.5

K = 1.25

L = (4*K*(B^2-D^2)/R)^(1/2)

54.99

METODO DE HOOGHOUDT

ZANJAS ABIERTAS R = 5

PTA =PD = 1.6

h0.15

b = 0.6

D

Z = 1

h = PD - Y - PTA0.55

d = D8* D* LN(D/P)+13.14*L

d = 4.5517.30 1

L

d estimado L estimado1 12.97

1.95 17.142.26 18.312.34 18.582.36 18.642.36 18.65

TUBERIAS ENTERRADAS

R = 5

PTA =PD = 1.5

r = 0.2h

D

h = PD - r - PTA D = PEI - PD + r0.4 4.7

d = D8* D* LN(D/P)+13.14*L

d = 4.724.12 1

L

d estimado L estimado1 10.73

1.45 12.581.61 13.181.66 13.371.68 13.421.68 13.441.68 13.44

0.9K1 = 150

PEI = 6

K2 = 150

D = PEI - PD + Y P = b+2*y*(1+z^2)^(1/2)4.55 1.02

L = 8*K2*h*d 4*K1*h^2R R

L = 132.00 d 36.30

d calculado L calculado1.95 17.142.26 18.312.34 18.582.36 18.642.36 18.652.36 18.65

0.9 K1 = 150

PEI = 6

K2 = 150

D = PEI - PD + r P = 3.1416*r0.6283

L = 8*K2*h*d 4*K1*h^2R R

L = 96.00 d 19.20

d calculado L calculado1.45 12.581.61 13.181.66 13.371.68 13.421.68 13.441.68 13.441.68 13.44

METODO DONNANhooghoudt