Hoja Excel Para La Evaluacion en Pozos de Bombeo de Aguas Subterraneas Civilgeeks

August 1, 2018 | Author: flotrm | Category: N/A
Share Embed Donate


Short Description

Descripción: ing. civil...

Description

DATOS

Puntos de Observacion Distancia al pozo de bombeo(m) Descenso observado (m)

P1 2 15.6

P2 45 .125

P3 300 4.4!5

POZO DE BOMBEO

audal de +ombeo (Q) Descenso del Pozo spesor aturado onstante onstante (b)

25 1$.5 145

lt"s m m

#adio(m) 0.3

RESULTADOS

A

B

%#&'**+*,*D&D - O'D/%**D&D O'D/%**D&D *D#&/,*& Radio (m) = Descenso (m) =

10 12

Radio (m) = Descenso (m) =

100 $ 

Redondeo =

5.0! 5

Q (m3"d) =

2160

=2.3/ (2∆_10 )

T (m2"d) = (m2"d) =

158.14

=

K (m"d) =

1.0906

#&D*O D *',/'*&

24!4 164 m

B

#&D*O D *',/'*&

C

P#D*D& D &#& ' , POO

C

D'O & (r) 8

=/2  /

24!4.164 m

Radio del Pozo (m) = Descenso Real (m) = Descenso Teorico (m) =

0.3 1$.50 1.!

P#D*D& D &#& (m) 

72.3

1250 D'O & 1250 m 

m 1.4

m

 x 2 45 300

y 15.6 .125 4.4!5

x'=lnx 0.6314$1!06 3.!066624!! 5.$03$!24$4$

x'y 10.!1306016$ 34.$35$5212 25.5!14643!!

x'^2 0.4!0453013 14.406$311 32.53313451!2

S!"#

34$

2.21

10.20352145

$1.130355634$

4$.504266!431

n =

3

$=  " = y=

72.20460$325 1$.234$3343 0

R (x) =

24!4.1642!043

y = %2&2 ln(x) * 1+&23, 

 "-./0R -/."D 18 16

 9(:)  72.20460$325 ln(:) ; 1$.234$3343 14 12     ) 10    m     (    o    s    n    e 8    c    s    e    D

6

4

4 2 0 1

10

100

Disancia (m)

1000

10000

DATOS

POZO DE BOMBEO

audal de +ombeo (Q) Distancia de Piezometro

!640 100

m3"d   m

RESULTADOS

A

&,/,O D ,& P'D*'%  Radio (m) = Descenso (m) =

100 13.13

Radio (m) = Descenso (m) =

1000 20.60

m (m"m) 

B

$.4$ 

4

&,/,O D %  T  (m2"d) 

211.622 4

B

&,/,O D  r= o = o =

100 1.$ 0.0011!

S=

0.000056

m min Dias

 x 1 1.5 2 2.5 3 4 5 6 $ 10 20 60 120 1!0 300 1000

y 0.0 0.1! 0.324 0. 1.26 1.! 2.$ 3.24 4.3 5.5 $.$4 11.61 13.$5 15.05 16.!5 20.!55

x'=lnx 0 0.40546511 0.6314$1! 0.1620$3 1.0!6122 1.3!62436 1.6043$1 1.$1$54$ 1.451015 2.3025!50 2.5$322$ 4.0434456 4.$!$41$4 5.1256!5 5.$03$!24$ 6.0$$552!

x'y 0 0.0$2!3$2 0.2245$6 0.!2466166 1.3!42514! 2.$44!62!4 4.3454!236 5.!053006! !.36$41364 12.!$1450$ 23.1!66$! 4$.5353404 66.051$1 $!.1540006 6.!$!$453 144.061236

x'^2 0 0.1644015 0.4!045301 0.!35!!$1 1.2064!6 1.21!1206 2.50203 3.210402 3.$!656631 5.301!!11 !.$4411!5 16.$6365$4 22.200$$2 26.66!00 32.5331345 4$.$1$0!3

S!"#

1$22

106.$$

41.!315655 43.3624$4 1$5.3$$526

n =

16

$=  " = y=

3.244! 71.!0! 0

o =

1.$46$44!1

y = 3&25 ln(x) * %1&565 

 "-./0R -/."D 25

20

    )    m     (    o    s

   e    c

15

 9(:)  3.244!351311 ln(:) 7 1.!0!45!2!1

   e    c    s    e    D

10

5

0 1

10

100

Tiem7o (min)

1000

10000

DATOS

D.ST"-."

D0S-0S

8o (m)

Piezometro 1

2.5

22.$5

35

Piezometro 2

45

6.45

35

Puntos de Observacion

POZO DE BOMBEO

120 31 1.5 35

audal de +ombeo (Q) Descenso del Pozo #adio del Pozo de bombeo Potencial idraulico (8o)

lt"s m m m

RESULTADOS

A

#&D*O D *',/'*& D, POO

26$.24

B

O'D/%**D&D *D#&/,*& D &/*#O< %#&'**+*,*D&D *'*& -  Radio (m) = Descenso (m) =

1 12!6

Radio (m) = Descenso (m) =

10 $56

Redondeo =

=0.,3 ∆_10

_

52.!0 530

Q (m3"d) =

1036!

K (m"d) =

14.2!0

m

_

C

= (-)

T (m2"d) =

4.!15!

=∆ (-)

T (m2"d) =

5$.121!

P#D*D& D &#& Radio del 7ozo (m) =  (8o9%89) =

D

D'O & 8

1.5 112.4$ 

8=

5.$0

m

S=

2.30

m

P0RD.D" D0 -"R:" (;) =

1.$0

m

50

m

Disancia (m) =  (8o9%89) =

50 3!5.66

8=

2!.$1

m

Descenso a , m es =

6.02

m

8 (m)

8o9%89

x

y

x'=lnx

x'y

12.25

10$4.3$5

2.5

10$4.4

0.1620$3 !4.5526

2!.55

40.!$5

45

40.0

3.!066624 1560.34144

S!"#

4$.5

14!4.!35

4.$225322 2545.26$1

n =

2

$=  " = y= R (x) =

7230.0!!05 12!5.$6505 0 26$.2304

y = %23&55 ln(x) * 1(?@/6):=/ >(?@/6) ?=(+2 )/:=/ (+2 (A9?) ) 6=7(/(898)):+ 8=8/6+2 =/

!63.636 m

T=

$1.53$1 m?"dia

S=

0.0006!! m

K' =

0.02!$ m"dia

K=

34.6$! m"dia

B

D'O - %*PO A/  P#OD/*#& DATOS

audal (Q)  audal (Q) 

150.00 1260.00

,t"s m3"dia

De la Primera 7are enemos# % (m9dia)  ma: (m)  K'o(r$)  r$ 

=/2 ;8< _ ( � / �)

>(?@/6)=/

10!6.51 1.! 2.406!555 0.11

=(+2 )/?



Smax = 4.5692307692 m

>(?
View more...

Comments

Copyright ©2017 KUPDF Inc.
SUPPORT KUPDF