Calculo de Tiempo de Retencion Hidraulica

UNIVERSIDAD NACIONAL ´´ SANTIAGO ANTÚNEZ DE MAYOLO´´ FACULTAD DE CIENCIAS DEL AMBIENTE ESCUELA PROFESIONAL DE INGENIERÍA SANITARIA

CURSO: GESTION DE RESIDUOS LIQUIDOS DOCENTE: Ing. MARTIN HUAMAN CARRANZA TEMA:: EVALUACION DEL TANQUE SEPTICO MARIAN TEMA INTEGRANTES : INTEGRANTES : - BEDON GONZALES MAYLLYORY -HUAROMA ROMERO EMELYN -LEYVA MILLA MARIA -LOPES OLIVERA DANIEL HUARAZ – ANCASH – PERU

T0= fla1

fla2

fla3

17.00 fla4

min fla5

fla6

M

T (min)

C(u/C´)

T/T0

ϪC

∑(ϪC)

0

0

7.22

0

0

0

1

3

50.54

0.18

43.32

43.32

2

6

46.21

0.35

38.99

82.31

3

9

38.52

0.53

31.30

113.61

4

12

33.7

0.71

26.48

140.09

5

15

27.93

0.88

20.71

160.8

6

18

25.11

1.1

17.89

178.69

7

21

20.22

1.24

13.00

191.69

8

24

19.2

1.41

11.98

203.67

9

27

17.33

1.59

10.11

213.78

10

30

16.56

1.76

9.34

223.12

11

33

16.37

1.94

9.15

232.27

12

36

14.47

2.12

7.25

239.52

13

39

12.52

2.29

5.3

244.82

14

42

12.52

2.47

5.3

250.12

15

45

11.56

2.65

4.34

254.46

16

48

9.63

2.82

2.41

256.87

17

51

9.63

3.00

2.41

259.28

18

54

7.22

3.18

0

259.28

19

57

7.22

3.35

0

259.28

20

60

7.22

3.53

0

259.28 259.28

fla7

fla8 F(t)

1F(t)

0.00

100.00

16.71

83.29

31.75

68.25

43.82

56.18

54.03

45.97

62.02

37.98

68.92

31.08

73.93

26.07

78.55

21.45

82.45

17.55

86.05

13.95

89.58

10.42

92.38

7.62

94.42

5.58

96.47

3.53

98.14

1.86

99.07

0.93

100.00

0.00

100.00

0.00

100.00

0.00

100.00

0.00

T!"#"$%!&'%! & M&T%$% $& *%F  !&'+,&

1. $&T&!M+,"! "' C"!"CT&!+'T+C"' -+$!"+C"' 

0.11568

lumn

70.3308

m3/min

$+M&,C+%,&'

m3

an

4.3 m

la

8.7 m

altua ul m

608

min

2. $%'+F+C"C+%, +,'T",T",&"



= (∗∗ )/ 0.007 (∗10^3 )

C

0.057



1.65

+

90:

m/l



3. $%'+F+C"C+%, C%,T+," T.naA = 3BT.tnin

T

1824

= (∗∗ )/ = (∗10^3 ) 

C

0.05



1.65

+

90:

0.0006

/

0.018

;

min

m/l

al milimtala a l iuint 1/0

2/0

0.125

1.97

@

1.88 m

5. -alla la Tannt