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)
1F(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
lumn
70.3308
m3/min
$+M&,C+%,&'
m3
an
4.3 m
la
8.7 m
altua ul 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.naA = 3BT.tnin
T
1824
= (∗∗ )/ = (∗10^3 )
C
0.05
1.65
+
90:
0.0006
/
0.018
;
min
m/l
al milimta< n la ta>la < la ?a 2 >a l iuint 1/0
2/0
0.125
1.97
@
1.88 m
5. -alla la Tannt < E
tanE = 1/ (2/0−1/ 0)
tanE 0.54
. alula la an
= (θ∗α)/ (0.435+ θα)B100
13.5
13.5
:
7. alul <l ai mut(m) aa u? itn
m= 1 -
(itn) 0.135 m= 0.07
aa u? MDla<
M= 1 - P
M 0.865
:
UNIVERSIDAD NACIONAL SANTIAGO ANTU ESCUELA DE INGENIERIA SANIT EVALUACIÓN DEL TANQUE SEPTICO "M TRAZADORES POR EL METODO DE LA TENDENCIA y I 1. !"F+C"! C%, %' $"T%'
Concentración del Trazador
1 %,#"'
C. inyectado 0.057 m/ C. Pico 0.042 m/
C.Pico
2. "!"M&T!%' "!" " C!G" $& T&,$&,
to = empo de retención
t =
aamt aa analiDa la ua < tn<nia aamt t
!laiHn t/t
/t
'inif t/t » 0
u? mDla<
t/t » 1 /t = 0
u? itn u? < mDla ml
/t = 1
u? itn
/t I 0.3
t iuit
t
t/t
t/t = 0.69 u? < mDla ml
t> tm
t>/t
t>/t » 2.3 u? < mDla ml
tm/t
tm/t I 1
t iuit A Dna
tm/t J 1
aumulaiHn in<a<
C = Cnntain maKima t = m aa alanDa Cn maK. = Tim << Lu alia l taDa< ata Lu aa n l t = Tim n Lu la nntaiHn maA Lu C/2. t10 H t> = Tim n Lu la nntaiHn maA Lu C/10 tm = Tim n
4.7 a
m=
t= 360 minut
.
/ =
6.0 a
Tim << Lu alia l taDa< ata Lu aa n l unt = 190 minut
3.2 a
t= 360 minut
6.0 a
/ =
i=
0.528
Tim n Lu la nntaiHn maA Lu C/2. t= 270 minut
4.5 a
t= 360 minut
6.0 a
/ =
= n
0.750
Tim n Lu la nntaiHn maA Lu C/10. t>= 210 minut
3.5 a
t= 360 minut
6.0 a
( !0.583 10)/ =
>= n
Tim n
4.0 a
t= 360 minut
6.0 a
"/ =
0.05
m= i
0.667
MNt< < Tn<nia
0.04
0.03 2 C / C
0.02
0.01
1.21430643318377&17
0
0.5277777778
0.5833333333
0.7833333333
0.01
t
t10
t
Ti m
i n a (Ti
0
t=0
0
0
1
0.528
0.0031
2
t>
0.583
0.0042
3
t
0.783
0.042
4
tm
0.667
0.029
5
t
0.750
0.025
6
t90
0.772
0.005
Indice de Morril
+n
1.3234285714
+n
Tmin
T.
+n
t90/t10
1.3234285714
&finia Glumtia
1/M$+
76:
&l
+n
/q
0.528
aa
+n
t/q
0.783
aa
0.750
un al
+n
t90P
m n l Lu l 90 : <l tDa<
t10P
m n l Lu l 10: <l taDa<
P
m iniial n l Lu l taDa<
tP
m n l ual nta la ma m m
q
m < tniHn i<auli t
EZ DE MAYOLO RIA
RIAN" DICE DE MORRING
C. inyectado/2 0.029 m/ CP/2 0.021 m/
C+" 6
a
a<
ta
ta ta
uta <l taDa<
unt.
a< inAta<.
0.042
i » a 1 n in
0.0031 i » a 1 n in
0.025 am?a al u? < mDla mlta <>i< a Lu n aa a 0.693
0.0042 am?a al u? < mDla mlta <>i< a Lu n aa a 2.73 <. 0.029 I 1 n in
0.6666666667
tm )
0.75
t
0.772
t9 0
$iiHn al <l M$+ aa un at i<al < u? itn < 1 a finia lumtia in
u? itn l in
< 1 in
a ataa< l at a ata l at. aa n l unt A nntaiHn <l tDa< al i
