Hoja Calculo Desague
Hoja Calculo Desague
Hoja Calculo Desague
mnimo de la trampa
Unidades de descarga
(Hunter)
75 mm
3"
75 mm
3"
( 32 - 40 ) mm ( 1 1/4 - 1 1/2 )"
50 mm
2"
50 mm
2"
50 mm
2"
40 mm
3/2"
50 mm
2"
4
8
1-2
2
2
3
4
2
del conducto de
desague del
aparato sanitario
3/2 "
2"
3"
4"
del ramal
horizontal de
desague
3/2 "
2"
2"
3"
3"
3"
4"
4"
4"
0.60 m
0.80 m
1.00 m
1.20 m
N mximo de unidades de
descarga
10
12
20
10
30
60
100
200
500
3/2 "
6
4.5
3
-
4"
60
54
42
3"
3/2"
2"
2"
2"
3/2"
2"
UD
Tramo
AB
4
2
2
2
3
4
2
Tramos Afluentes
Montante Afluente
Unidades de Descarga en tramo
Tramo
Calclo de pendiente ( S de tramo )
Pend. adopt. (por terreno, diseo y RNC)
N mximo de UD
IJ
HJ
JL
GK
KL L-CR4 MN N-CR4 OP
PT
QS
RS
ST
1
2
1
2
4
1
AB
CB
-
DE
-
HJ
IJ
-
GK
-
KL
JL
-
MN
-
OP
-
QS
RS
-
ST
PT
-
ab
bc
fk
st
10
2
12
4
12
16
32
10
42
6
22
64
6
22
26
77
6
4
10
87
4"
2"
4"
2"
3"
4"
4"
3"
4"
2"
4"
4"
2"
4"
3"
4"
2"
2"
2"
4"
< 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % < 1 % 2.0 % < 1 % 2.0 % 2.0 % 2.0 % < 1 %
40
4"
<1%
40
4"
<1%
40
4"
<1%
126
4"
<1%
213
4"
2.0 %
1.0 % 1.5 % 1.0 % 1.5 % 1.5 % 1.0 % 3.0 % 3.0 % 3.0 % 3.0 % 3.0 % 2.0 % 3.0 % 3.0 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 %
1.0 %
1.0 %
1.0 %
1.0 %
2.0 %
160
160
160
160
216
160
160
20
160
160
20
160
160
142
160
160
27
160
21
21
21
160
Trampa
UD
3"
3/2"
2"
2"
2"
3/2"
2"
4
2
2
2
3
4
2
Tramos Afluentes
Unidades de Descarga en tramo
Tramo
Pendiente S de tramo
N mximo de UD
ab
1
1
bc
de
ef
gh
hi
3
ji
1
if
Tramo
fk
lm'
lm
mn
3
on
1
pq
nq
rs
qs
st
pq
nq
45
4"
qs
rs
51
4"
1
1
2
1
10
4"
2
2"
1
6
2"
de
10
3"
6
2"
gh
18
4"
4
4"
hi
ji
22
4"
ef
if
32
4"
6
2"
lm'
9
3"
lm
21
4"
4
4"
4
1
20
3"
mn
on
25
4"
6
2"
0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 % 0.5 %
160
20
160
160
160
160
20
160
160
20
160
160
160
Cajas de Registro
Caja
Longitud
17.14
7.57
9.35
6.97
Pendiente
1.5 %
1.0 %
1.5 %
1.0 %
Cota inicial
0
0
0
0.14025
Profundidad
0.26 m
0.08 m
0.14 m
0.21 m
A - CR1
16.61
1.0 %
0.00
0.17 m
CR2
CR1 - CR2
10.6
1.0 %
-0.30
0.11
CR3
CR2 - CR3
10.6
1.0 %
-0.45
0.11
CR4
CR3 - CR4
11.05
1.0 %
-0.60
0.11
CR5
CR4 - CR5
14.53
2.0 %
-0.75
0.29
CRF
CR5 - CRF
3.12
2.0 %
-1.00
0.06
CR1
Tramos
D - CR1
F - CR1
C - CR1
CT
0.00 m
0.00 m
CF
-0.26 m
-0.08 m
0.00 m
-0.21 m
0.00 m
0.00 m
0.00 m
0.00 m
-0.10 m
-0.10 m
-0.25 m
-0.25 m
-0.45 m
-0.45 m
-0.55 m
-0.55 m
-0.17 m
-0.30 m
-0.41 m
-0.45 m
-0.56 m
-0.60 m
-0.71 m
-0.75 m
-1.04 m
-1.00 m
-1.06 m
-1.10 m