infiltracion - exa2
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hoja exel de infiltracion
Transcript of infiltracion - exa2
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vol adic tiempo tiemp acum lam infiltrad tiempo f0 0 0 0.00 0.00 0
278 2 2 0.39 0.03 11.80380 3 5 0.54 0.05 10.75515 5 10 0.73 0.08 8.74751 10 20 1.06 0.17 6.37576 10 30 0.81 0.17 4.89845 30 60 1.20 0.50 2.39530 30 90 0.75 0.50 1.50800 60 150 1.13 1.00 1.13
47.58AREA= 706.86FC= 1
K= 0.053
0 10 20 30 40 50 60 701.00
10.00
100.00
1000.00
f(x) = 96.5161854166 exp( -0.0437053369 x )R = 0.876290048
ajuste de ecuacion horton
ajuste de ecuacion hortonExponential (ajuste de ecuacion horton)
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f-fc0.00
116.99106.5286.4362.7547.8922.9114.0010.32
474.79
0 10 20 30 40 50 60 701.00
10.00
100.00
1000.00
f(x) = 96.5161854166 exp( -0.0437053369 x )R = 0.876290048
ajuste de ecuacion horton
ajuste de ecuacion hortonExponential (ajuste de ecuacion horton)
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vol adic tiempo tiemp acum lam infiltrad lam inf acuminv lam acum0 0 0 0.00 0.00 0.00
125 4 4 0.38 0.38 2.61125 6 10 0.38 0.77 1.30215 10 20 0.66 1.43 0.70365 20 40 1.12 2.55 0.39275 30 70 0.84 3.39 0.29410 40 110 1.26 4.65 0.21368 50 160 1.13 5.78 0.17480 60 220 1.47 7.26 0.14
AREA= 325.68
(m) Ks*Sf= 1.667Ks= 1.7026Sf= 0.98
f=
0.00 0.50 1.00 1.50 2.00 2.50 3.000.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
f(x) = 1.667028418x + 1.7026099305R = 0.8158468285
ajuste de ecuacion green-ampt
ajuste de ecuacion green-amptLinear (ajuste de ecuacion green-ampt)
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tiempo f0.00 0.000.07 5.760.10 3.840.17 3.960.33 3.360.50 1.690.67 1.890.83 1.361.00 1.47
0.00 0.50 1.00 1.50 2.00 2.50 3.000.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
f(x) = 1.667028418x + 1.7026099305R = 0.8158468285
ajuste de ecuacion green-ampt
ajuste de ecuacion green-amptLinear (ajuste de ecuacion green-ampt)
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vol adic tiempo timp. Acum log t acum lamina infil lam infil acu0.00 0.00 0.00 0.00 0.00 0.00
118.00 5.00 5.00 0.70 0.47 0.47126.00 10.00 15.00 1.18 0.51 0.98238.00 20.00 35.00 1.54 0.96 1.94375.00 30.00 65.00 1.81 1.51 3.45326.00 60.00 125.00 2.10 1.31 4.76178.00 120.00 245.00 2.39 0.72 5.47263.00 180.00 425.00 2.63 1.06 6.53425.00 240.00 665.00 2.82 1.71 8.24
665.00 2.82 0.00 8.24665.00 2.82 0.00 8.24
area 248.65
pendiente= 0.5602A= 0.2405F= 0.2405t^0.5602
0.50 1.00 1.50 2.00 2.50 3.00
-0.40
-0.20
0.00
0.20
0.40
0.60
0.80
1.00f(x) = 0.5601964245x - 0.6189003415R = 0.9662864274
Column GLinear (Column G)
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log laminf ac0.00-0.32-0.010.290.540.680.740.810.920.920.92
0.50 1.00 1.50 2.00 2.50 3.00
-0.40
-0.20
0.00
0.20
0.40
0.60
0.80
1.00f(x) = 0.5601964245x - 0.6189003415R = 0.9662864274
Column GLinear (Column G)
0.50 1.00 1.50 2.00 2.50 3.00
-0.40
-0.20
0.00
0.20
0.40
0.60
0.80
1.00
1
2
3
45
67
8f(x) = 0.5601964245x - 0.6189003415R = 0.9662864274
Column GLinear (Column G)
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0.50 1.00 1.50 2.00 2.50 3.00
-0.40
-0.20
0.00
0.20
0.40
0.60
0.80
1.00
1
2
3
45
67
8f(x) = 0.5601964245x - 0.6189003415R = 0.9662864274
Column GLinear (Column G)
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CUENCA KMAREA 578.84 578840000 m2
Ved= 335700ief= 0.000580 0.58 mm
(mm) (mm/h) ief1 ief2 ief3 ief4 ief5
9 0 0 0 0 1.0110 0 0 0 0 0.01
9.43 0 0 0 0 0.58
I= 51.72 mmvolumen llovido 29937604.8 m3
K= 0.01
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(mm)ief6 ief7 ief8 ief9 ief10 sumatoria0 0 0 0 0 1.010 0 0 0 0 0.010 0 0 0 0 0.58
-4.413.805 -1.47 4.805
ved-3.155-0.215
10
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|1.65 14.55 27.63 34.59 4
10.01 53.06 62.78 78.45 87.35 91.65 10
18.65
1 2 3 4 5 6 7 8 9 100
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12
ief
ief
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1 2 3 4 5 6 7 8 9 100
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ief
ief
metodo de hortonmetodo de green-amptmetodo de kostiakovejemplo nro 01
