Ejemplo de análisis de descensos en pozos de bombeo | Guías, Proyectos, Investigaciones de Ingeniería de Aguas y Aguas Residuales

t (min) Piezometro P1 Piezometro P2

S1 (m) r^2/t (m2/dia) S2 (m) r^2/t (m2/dia)

1.00 3.40 144,000.00 0.53 14,400,000.00

3.00 4.20 48,000.00 1.10 4,800,000.00

6.00 4.80 24,000.00 1.55 2,400,000.00

10.00 5.08 14,400.00 1.92 1,440,000.00

20.00 5.60 7,200.00 2.35 720,000.00

40.00 6.05 3,600.00 2.90 360,000.00

70.00 6.40 2,057.14 3.10 205,714.29

100.00 6.65 1,440.00 3.48 144,000.00

200.00 7.10 720.00 3.90 72,000.00

400.00 7.50 360.00 4.40 36,000.00

700.00 7.90 205.71 4.80 20,571.43

1,000.00 8.25 144.00 5.08 14,400.00

2,000.00 8.70 72.00 5.50 7,200.00

3,000.00 8.90 48.00 5.90 4,800.00

a) Representacion log (s) - log (r^2/t)

t (min) Piezometro P1 Piezometro P2

S1 (m) r^2/t (m2/dia) S2 (m) r^2/t (m2/dia)

1.00 3.40 144,000.00 0.53 14,400,000.00

3.00 4.20 48,000.00 1.10 4,800,000.00

6.00 4.80 24,000.00 1.55 2,400,000.00

10.00 5.08 14,400.00 1.92 1,440,000.00

20.00 5.60 7,200.00 2.35 720,000.00

40.00 6.05 3,600.00 2.90 360,000.00

70.00 6.40 2,057.14 3.10 205,714.29

100.00 6.65 1,440.00 3.48 144,000.00

200.00 7.10 720.00 3.90 72,000.00

400.00 7.50 360.00 4.40 36,000.00

700.00 7.90 205.71 4.80 20,571.43

1,000.00 8.25 144.00 5.08 14,400.00

2,000.00 8.70 72.00 5.50 7,200.00

3,000.00 8.90 48.00 5.90 4,800.00

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t (min)

a) Representacion log (s) - log (r^2/t)

17.50 r1 = 10 m 18.20 r2 = 100 m 19.00 Q = 100 l/s = 360 m3/hr 19.40 Ø = 0.2 m

Pozo de bombeo Sp (m) Pozo de bombeo Sp (m)

 - Piezometro P1 Piezometro P - 1.00 3.40 144,000.00 0.53 14,400,000. S1 (m) r^2/t (m2/dia) S2 (m) r^2/t (m2/dia) - 3.00 4.20 48,000.00 1.10 4,800,000. - 6.00 4.80 24,000.00 1.55 2,400,000. - 10.00 5.08 14,400.00 1.92 1,440,000. - 20.00 5.60 7,200.00 2.35 720,000. - 40.00 6.05 3,600.00 2.90 360,000. - 70.00 6.40 2,057.14 3.10 205,714.

100.00 6.65 1,440.00 3.48 144,000.
200.00 7.10 720.00 3.90 72,000.
400.00 7.50 360.00 4.40 36,000.
700.00 7.90 205.71 4.80 20,571.
1,000.00 8.25 144.00 5.08 14,400.
2,000.00 8.70 72.00 5.50 7,200.
3,000.00 8.90 48.00 5.90 4,800. - Piezometro P1 Piezometro P t (min) - 1.00 3.40 144,000.00 0.53 14,400,000. S1 (m) r^2/t (m2/dia) S2 (m) r^2/t (m2/dia) - 3.00 4.20 48,000.00 1.10 4,800,000. - 6.00 4.80 24,000.00 1.55 2,400,000. - 10.00 5.08 14,400.00 1.92 1,440,000. - 20.00 5.60 7,200.00 2.35 720,000. - 40.00 6.05 3,600.00 2.90 360,000. - 70.00 6.40 2,057.14 3.10 205,714.
- 100.00 6.65 1,440.00 3.48 144,000.
- 200.00 7.10 720.00 3.90 72,000.
- 400.00 7.50 360.00 4.40 36,000.
- 700.00 7.90 205.71 4.80 20,571.
1,000.00 8.25 144.00 5.08 14,400.
2,000.00 8.70 72.00 5.50 7,200.
3,000.00 8.90 48.00 5.90 4,800. - 0.1 1E+01 1. - 0.01 1E+02 4. - 0.001 1E+03 6. - 0.0001 1E+04 8. - 0.00001 1E+05 10. - 0.000001 1E+06 13. - 0.0000001 1E+07 15. - 0.00000001 1E+08 17. - 0.000000001 1E+09 20. - 1E-10 1E+10 22. - 1E-11 1E+11 24. - 1E-12 1E+12 27. - 1E-13 1E+13 29.
0.01 1E-14 1E+14 31. - 1E-15 1E+15 33.
- EJEMPLO
  - 1.00 2.02 2.03 0. Pozo P1 (r = 10 m) P2 (r = 100 m)
  - 3.00 2.02 2.20 0.
  - 5.00 2.02 2.22 0.
  - 6.00 2.02 2.25 0. - 0. 1E+ - 1. - 10. - 100.
    - 7.00 2.02 2.30 0.
  - 10.00 2.02 2.30 0.
  - 20.00 2.02 2.30 0.
  - 30.00 2.02 2.30 0.
  - 60.00 2.02 2.30 0.
  - 80.00 2.02 2.30 0.
- 100.00 2.02 2.30 0.
- 200.00 2.02 2.30 0.
- 400.00 2.02 2.30 0.
- 700.00 2.02 2.30 0.
1,000.00 2.02 2.30 0.

Q = t = s = w = 1/u = 1E+00 1E+

1/U W (U) 1.00 10.00 100.00 1,000.

Metros POZO

5184 m3/dia 5184 6.8 min 0.15 m 1 10 0. 1E+10 1E+ 1/U

100 m

20 m 2,750.20 m2/dia 5.19E-04 m 95.24 m 6.06 m2/dia

Ejemplo de análisis de descensos en pozos de bombeo, Guías, Proyectos, Investigaciones de Ingeniería de Aguas y Aguas Residuales

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t (min)