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Tab
le A
10.1
Des
ign
Flow
s - C
entr
al S
yste
m -
with
out L
uyan
o L
eft B
ank
Are
a A
Col
ecto
rSe
ctor
Are
aB
ranc
hC
umul
ativ
e A
rea
Hou
rlyM
axim
umFl
ow
Peak
Fac
tor
Cum
ulat
ive
(Ham
mon
d)
Equi
vale
ntPo
pula
tion
Cum
ulat
ive
Equi
vale
ntPo
pula
tion
Dom
estic
Was
tew
ater
Gen
erat
ion
Non
-do
mes
ticW
aste
wat
erby
Sm
all
Con
sum
er
Non
-do
mes
ticW
aste
wat
erby
Lar
geC
onsu
mer
Ove
rall
Was
tew
ater
Gen
erat
ion
Cum
ulat
ive
Ove
rall
Was
tew
ater
Gen
erat
ion
Infil
tratio
n&
Inflo
w
Cum
ulat
ive
Infil
tratio
n&
Inflo
w
Ove
rall
Ave
rage
Was
tew
ater
Flow
haha
L/s
ham
3/d
m3/
dm
3/d
m3/
dm
3/d
m3/
dm
3/d
m3/
dC
entro
Hab
ana
CH
1-1
163.
4116
3.41
355
2.37
538
,200
38,2
006,
025
5,52
375
212
,301
12,3
011,
435
1,43
513
,736
CH
1-2
17.2
718
0.68
387
2.33
24,
154
42,3
5463
958
611
31,
338
13,6
3915
21,
587
15,2
269.
11to
Ce2
-118
9.79
402
2.31
32,
030
44,3
8430
828
165
654
14,2
9374
1,66
115
,954
Cer
roC
e1-1
228.
11to
Ce1
-222
8.11
374
2.34
740
,923
40,9
235,
854
5,36
61,
958
13,1
7713
,177
1,39
31,
393
14,5
70C
e12-
114
3.69
to C
e1-2
143.
6915
82.
789
14,6
3814
,638
2,06
81,
897
749
4,71
34,
713
492
492
5,20
5C
e1-2
56.1
442
7.94
557
2.15
410
,501
66,0
621,
547
1,41
941
43,
382
21,2
7236
92,
254
23,5
26C
e2-1
26.6
564
4.38
919
1.93
510
,010
120,
456
1,68
21,
542
03,
223
38,7
8840
04,
315
43,1
03C
e2-2
57.7
3to
SS2
-170
2.11
1,03
11.
889
17,7
3213
8,18
82,
895
2,65
316
25,
710
44,4
9869
05,
005
49,5
03Su
r 1S1
1-1
156.
50to
S1-
115
6.50
267
2.51
927
,186
27,1
864,
359
3,99
640
08,
754
8,75
41,
038
1,03
89,
792
S12-
136
.24
36.2
410
03.
022
8,55
78,
557
1,37
61,
261
119
2,75
52,
755
328
328
3,08
3S1
2-2
88.9
512
5.19
287
2.48
421
,004
29,5
613,
376
3,09
529
26,
763
9,51
880
41,
132
10,6
50S1
2-3
74.8
720
0.06
424
2.28
817
,679
47,2
402,
842
2,60
524
65,
693
15,2
1167
71,
809
17,0
20S1
2-4
53.6
9to
S1-
125
3.75
516
2.19
212
,678
59,9
182,
038
1,86
817
64,
082
19,2
9348
52,
294
21,5
87S1
-118
.32
428.
5773
32.
032
4,32
691
,430
695
637
601,
393
29,4
4016
63,
498
32,9
3871
.30
to S
S1-1
499.
8784
41.
972
16,8
3610
8,26
62,
706
2,48
123
45,
421
34,8
6164
44,
142
39,0
03Su
r 3S3
-112
4.36
124.
3626
42.
527
26,7
2226
,722
4,48
14,
107
168,
604
8,60
41,
067
1,06
79,
671
S3-2
130.
74to
S2-
125
5.10
477
2.23
227
,565
54,2
874,
603
4,22
054
8,87
617
,480
1,09
62,
163
19,6
43Su
r 2S2
-113
0.89
385.
9961
32.
112
19,5
2573
,812
2,70
62,
480
1,10
26,
287
23,7
6764
42,
807
26,5
74S2
-262
.26
448.
2567
62.
067
9,28
783
,099
1,28
71,
180
524
2,99
126
,758
306
3,11
329
,871
S21-
155
.02
to S
S1-1
503.
2773
42.
031
8,64
791
,746
1,22
51,
123
437
2,78
529
,543
292
3,40
532
,948
Sur
SS1-
152
.89
to S
S2-1
1056
.03
1,50
41.
748
16,2
3521
6,24
72,
602
2,38
424
25,
227
69,6
3161
98,
166
77,7
97SS
2-1
97.4
918
55.6
32,
506
1.58
640
,691
395,
126
6,36
35,
834
906
13,1
0312
7,23
21,
516
14,6
8714
1,91
9SS
2-2
26.6
618
82.2
92,
567
1.57
911
,297
406,
423
1,76
11,
614
263
3,63
813
0,87
041
915
,106
145,
976
SS3-
168
.65
1950
.94
2,68
61.
567
21,8
7542
8,29
83,
612
3,31
012
17,
044
137,
914
860
15,9
6615
3,88
0SS
3-2
31.0
319
81.9
72,
733
1.56
28,
789
437,
087
1,46
61,
344
212,
830
140,
744
349
16,3
1515
7,05
9N
252
.81
2034
.78
2,80
41.
555
13,0
7745
0,16
42,
197
2,01
40
4,21
114
4,95
552
316
,838
161,
793
Sub-
tota
l20
34.7
845
0,16
470
,713
64,8
209,
426
144,
955
16,8
38N
orte
766.
9028
01.6
83,
763
1.48
018
3,43
963
3,60
326
,729
24,5
017,
837
59,0
6720
4,02
26,
364
23,2
0222
7,22
4D
iver
sion
flow
of C
erro
and
Sur
dur
ing
reha
bilit
atio
n (s
um o
f Ce2
-2 a
nd S
S1-1
)1,
758
2,28
31.
613
354,
435
5,49
75,
037
404
10,9
3711
4,12
91,
309
13,1
7112
7,30
0N
ote:
The
se fl
ows a
re u
sed
to c
heck
the
capa
city
of e
xist
ing
sew
ers
TableA10-1-2-3_CentralAportesWithoutLuyanoLeft
1/1
2004/4/26
Tab
le 1
0.2
Des
ign
Flow
s - C
entr
al S
yste
m -
with
Luy
ano
Lef
t Ban
k A
rea
A
Col
ecto
rSe
ctor
Are
aB
ranc
hC
umul
ativ
e A
rea
Hou
rlyM
axim
umFl
ow
Peak
Fac
tor
Cum
ulat
ive
(Ham
mon
d)
Equi
vale
ntPo
pula
tion
Cum
ulat
ive
Equi
vale
ntPo
pula
tion
Dom
estic
Was
tew
ater
Gen
erat
ion
Non
-do
mes
ticW
aste
wat
erby
Sm
all
Con
sum
er
Non
-do
mes
ticW
aste
wat
erby
Lar
geC
onsu
mer
Ove
rall
Was
tew
ater
Gen
erat
ion
Cum
ulat
ive
Ove
rall
Was
tew
ater
Gen
erat
ion
Infil
tratio
n&
Inflo
w
Cum
ulat
ive
Infil
tratio
n&
Inflo
w
Ove
rall
Ave
rage
Was
tew
ate
r Flo
w
haha
L/s
m3/
dm
3/d
m3/
dm
3/d
m3/
dm
3/d
m3/
dm
3/d
Cen
tro H
aban
aC
H1-
116
3.41
163.
435
52.
375
38,2
0038
,200
6,02
55,
523
752
12,3
0112
,301
1,43
51,
435
13,7
36C
H1-
217
.27
180.
738
72.
332
4,15
442
,354
639
586
113
1,33
813
,639
152
1,58
715
,226
9.11
to C
e2-1
189.
840
22.
313
2,03
044
,384
308
281
6565
414
,293
741,
661
15,9
54C
erro
Ce1
-122
8.11
to C
e1-2
228.
137
42.
347
40,9
2340
,923
5,85
45,
366
1,95
813
,177
13,1
771,
393
1,39
314
,570
Ce1
2-1
143.
69to
Ce1
-214
3.7
158
2.78
914
,638
14,6
382,
068
1,89
774
94,
713
4,71
349
249
25,
205
Ce1
-256
.14
427.
955
72.
154
10,5
0166
,062
1,54
71,
419
414
3,38
221
,272
369
2,25
423
,526
Ce2
-126
.65
644.
491
91.
935
10,0
1012
0,45
61,
682
1,54
20
3,22
338
,788
400
4,31
543
,103
Ce2
-257
.73
to S
S2-1
702.
11,
031
1.88
917
,732
138,
188
2,89
52,
653
162
5,71
044
,498
690
5,00
549
,503
Sur 1
S11-
115
6.50
to S
1-1
156.
526
72.
519
27,1
8627
,186
4,35
93,
996
400
8,75
48,
754
1,03
81,
038
9,79
2S1
2-1
36.2
436
.210
03.
022
8,55
78,
557
1,37
61,
261
119
2,75
52,
755
328
328
3,08
3S1
2-2
88.9
512
5.2
287
2.48
421
,004
29,5
613,
376
3,09
529
26,
763
9,51
880
41,
132
10,6
50S1
2-3
74.8
720
0.1
424
2.28
817
,679
47,2
402,
842
2,60
524
65,
693
15,2
1167
71,
809
17,0
20S1
2-4
53.6
9to
S1-
125
3.8
516
2.19
212
,678
59,9
182,
038
1,86
817
64,
082
19,2
9348
52,
294
21,5
87S1
-118
.32
428.
673
32.
032
4,32
691
,430
695
637
601,
393
29,4
4016
63,
498
32,9
3871
.30
to S
S1-1
499.
984
41.
972
16,8
3610
8,26
62,
706
2,48
123
45,
421
34,8
6164
44,
142
39,0
03Su
r 3S3
-112
4.36
124.
426
42.
527
26,7
2226
,722
4,48
14,
107
168,
604
8,60
41,
067
1,06
79,
671
S3-2
130.
74to
S2-
125
5.1
477
2.23
227
,565
54,2
874,
603
4,22
054
8,87
617
,480
1,09
62,
163
19,6
43Lu
yano
Left
508.
70to
S2-
150
8.7
751
2.00
997
,507
97,5
0715
,405
14,1
221,
870
31,3
9731
,397
1,83
41,
834
33,2
31Su
r 2S2
-113
0.89
894.
71,
215
1.81
919
,525
171,
319
2,70
62,
480
1,10
26,
287
55,1
6464
44,
641
59,8
05S2
-262
.26
957.
01,
271
1.80
39,
287
180,
606
1,28
71,
180
524
2,99
158
,155
306
4,94
763
,102
S21-
155
.02
to S
S1-1
1012
.01,
322
1.78
88,
647
189,
253
1,22
51,
123
437
2,78
560
,940
292
5,23
966
,179
Sur
SS1-
152
.89
to S
S2-1
1564
.72,
039
1.64
516
,235
313,
754
2,60
22,
384
242
5,22
710
1,02
861
910
,000
111,
028
SS2-
197
.49
2364
.33,
008
1.53
440
,691
492,
633
6,36
35,
834
906
13,1
0315
8,62
91,
516
16,5
2117
5,15
0SS
2-2
26.6
623
91.0
3,06
81.
529
11,2
9750
3,93
01,
761
1,61
426
33,
638
162,
267
419
16,9
4017
9,20
7SS
3-1
68.6
524
59.6
3,18
41.
520
21,8
7552
5,80
53,
612
3,31
012
17,
044
169,
311
860
17,8
0018
7,11
1SS
3-2
31.0
324
90.7
3,23
11.
516
8,78
953
4,59
41,
466
1,34
421
2,83
017
2,14
134
918
,149
190,
290
N2
52.8
125
43.5
3,30
01.
511
13,0
7754
7,67
12,
197
2,01
40
4,21
117
6,35
252
318
,672
195,
024
Sub-
tota
l25
43.4
854
7,67
186
,118
78,9
4211
,296
176,
352
18,6
72N
orte
766.
9033
10.4
4,24
41.
451
183,
439
731,
110
26,7
2924
,501
7,83
759
,067
235,
419
6,36
425
,036
260,
455
Not
e: T
hese
des
ign
flow
s are
for t
he c
ase
whe
n Lu
yano
Lef
t Ban
k ar
ea is
con
nect
ed to
Cen
tral S
yste
m
TableA10-1-2-3_CentralAportesSum-withLuyanoLeft
1/1
2004/4/26
Tab
le A
10.3
Des
ign
Flow
s - C
entr
al S
yste
m -
with
out S
ur 3
and
S2-
1 (D
esig
n Fl
ow fo
r R
ehab
ilita
ted
Col
ecto
r Su
r)
Col
ecto
rSe
ctor
Are
aB
ranc
hC
umul
ativ
e A
rea
Hou
rlyM
axim
umFl
ow
Peak
Fac
tor
Cum
ulat
ive
(Ham
mon
d)
Equi
vale
ntPo
pula
tion
Cum
ulat
ive
Equi
vale
ntPo
pula
tion
Dom
estic
Was
tew
ater
Gen
erat
ion
Non
-do
mes
ticW
aste
wat
erby
Sm
all
Con
sum
e r
Non
-do
mes
ticW
aste
wat
erby
Lar
geC
onsu
me r
Ove
rall
Was
tew
ater
Gen
erat
ion
Cum
ulat
ive
Ove
rall
Was
tew
ater
Gen
erat
ion
Infil
tratio
n&
Inflo
w
Cum
ulat
ive
Infil
tratio
n&
Inflo
w
Ove
rall
Ave
rage
Was
tew
ater
Flo
w
haha
L/s
ham
3/d
m3/
dm
3/d
m3/
dm
3/d
m3/
dm
3/d
m3/
dC
entro
Hab
ana
CH
1-1
163.
4116
3.41
355
2.37
538
,200
38,2
006,
025
5,52
375
212
,301
12,3
011,
435
1,43
513
,736
CH
1-2
17.2
718
0.68
387
2.33
24,
154
42,3
5463
958
611
31,
338
13,6
3915
21,
587
15,2
269.
11to
Ce2
-118
9.79
402
2.31
32,
030
44,3
8430
828
165
654
14,2
9374
1,66
115
,954
Cer
roC
e1-1
228.
11to
Ce1
-222
8.11
374
2.34
740
,923
40,9
235,
854
5,36
61,
958
13,1
7713
,177
1,39
31,
393
14,5
70C
e12-
114
3.69
to C
e1-2
143.
6915
82.
789
14,6
3814
,638
2,06
81,
897
749
4,71
34,
713
492
492
5,20
5C
e1-2
56.1
442
7.94
557
2.15
410
,501
66,0
621,
547
1,41
941
43,
382
21,2
7236
92,
254
23,5
26C
e2-1
26.6
564
4.38
919
1.93
510
,010
120,
456
1,68
21,
542
03,
223
38,7
8840
04,
315
43,1
03C
e2-2
57.7
3to
SS2
-170
2.11
1,03
11.
889
17,7
3213
8,18
82,
895
2,65
316
25,
710
44,4
9869
05,
005
49,5
03Su
r 1S1
1-1
156.
50to
S1-
115
6.50
267
2.51
927
,186
27,1
864,
359
3,99
640
08,
754
8,75
41,
038
1,03
89,
792
S12-
136
.24
36.2
410
03.
022
8,55
78,
557
1,37
61,
261
119
2,75
52,
755
328
328
3,08
3S1
2-2
88.9
512
5.19
287
2.48
421
,004
29,5
613,
376
3,09
529
26,
763
9,51
880
41,
132
10,6
50S1
2-3
74.8
720
0.06
424
2.28
817
,679
47,2
402,
842
2,60
524
65,
693
15,2
1167
71,
809
17,0
20S1
2-4
53.6
9to
S1-
125
3.75
516
2.19
212
,678
59,9
182,
038
1,86
817
64,
082
19,2
9348
52,
294
21,5
87S1
-118
.32
428.
5773
32.
032
4,32
691
,430
695
637
601,
393
29,4
4016
63,
498
32,9
3871
.30
to S
S1-1
499.
8784
41.
972
16,8
3610
8,26
62,
706
2,48
123
45,
421
34,8
6164
44,
142
39,0
03Su
r 3S3
-112
4.36
124.
360
S3-2
130.
74to
S2-
125
5.10
0Su
r 2S2
-113
0.89
385.
990
S2-2
62.2
644
8.25
107
2.98
79,
287
9,28
71,
287
1,18
052
42,
991
2,99
130
630
63,
297
S21-
155
.02
to S
S1-1
503.
2718
72.
700
8,64
717
,934
1,22
51,
123
437
2,78
55,
776
292
598
6,37
4Su
rSS
1-1
52.8
9to
SS2
-110
56.0
31,
059
1.87
916
,235
142,
435
2,60
22,
384
242
5,22
745
,864
619
5,35
951
,223
SS2-
197
.49
1855
.63
2,10
01.
639
40,6
9132
1,31
46,
363
5,83
490
613
,103
103,
465
1,51
611
,880
115,
345
SS2-
226
.66
1882
.29
2,16
21.
630
11,2
9733
2,61
11,
761
1,61
426
33,
638
107,
103
419
12,2
9911
9,40
2SS
3-1
68.6
519
50.9
42,
284
1.61
321
,875
354,
486
3,61
23,
310
121
7,04
411
4,14
786
013
,159
127,
306
SS3-
231
.03
1981
.97
2,33
21.
607
8,78
936
3,27
51,
466
1,34
421
2,83
011
6,97
734
913
,508
130,
485
N2
52.8
120
34.7
82,
404
1.59
813
,077
376,
352
2,19
72,
014
04,
211
121,
188
523
14,0
3113
5,21
9Su
b-to
tal
2034
.78
450,
164
58,9
2354
,013
8,25
412
1,18
814
,031
Nor
te76
6.9
2801
.68
3,37
81.
506
183,
439
559,
791
26,7
2924
,501
7,83
759
,067
180,
255
6,36
420
,395
200,
650
Not
e: T
hese
des
ign
flow
s are
for t
he d
esig
n of
reha
bilit
ated
Col
ecto
r Sur
sinc
e th
e w
aste
wat
er fr
om S
3-1,
S3-
2 an
d S2
-1 a
re e
xclu
ded.
Was
tew
ater
from
thes
e th
ree
area
s are
to b
e tra
nspo
rted
by C
olec
tor S
ur A
.It
is a
lso
to b
e no
ted
that
S2-
2 is
incl
uded
in b
oth
Sur A
and
reha
bilit
ated
Sur
sinc
e th
e di
rect
ion
of c
onne
ctio
n ne
ed to
be
dete
rmin
ed in
det
ail a
s thi
s are
a is
in th
e ju
nctio
n an
d th
e flo
w is
smal
l.
TableA10-1-2-3_CentralAportesWithoutSur3
1/1
2004/4/26
Tab
le A
10.4
C
apac
ity o
f Exi
stin
g C
olec
tor
Cer
roC
olec
tor
Labe
lU
p. N
ode
Ups
tream
Gro
und
Ele
vatio
n
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
s n
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
CeT
1-2
CeR
-1
6.0
6C
eR-2
952.
572.
233.
667
50.
016
Con
c.
426
557
95
675
mm
95 m
CeT
2-3
CeR
-2
5.6
3C
eR-3
217.
32.
230.
428.
367
50.
016
Con
c.
650
557
312
-
-
CeT
3-4
CeR
-3
5.6
2C
eR-4
450.
42-0
.76
26.2
675
0.01
6C
onc.
1,1
5455
735
7
-
-
C
eT 4
-5C
eR-4
4
.65
CeR
-527
.9-0
.76
-0.8
53.
267
50.
016
Con
c.
405
557
385
675
mm
28 m
CeT
5-6
CeR
-5
4.0
9C
eR-6
82-0
.85
-0.6
1-2
.967
50.
016
Con
c.
(385
)55
746
7
67
5 m
m82
mC
eT 6
-7C
eR-6
4
.24
CeR
-789
.4-0
.61
-1.1
15.
667
50.
016
Con
c.
533
557
557
675
mm
89 m
CeT
7-8
CeR
-7
3.4
0C
eR-8
284.
8-1
.11
-1.3
10.
712
000.
016
Con
c.
876
919
841
1200
mm
285
mC
eT 8
-9C
eR-8
2
.47
CeR
-927
9-1
.31
-1.3
50.
113
500.
016
Con
c.
542
919
1,12
0
1350
mm
279
mC
eT 9
-10
CeR
-9
2.1
8C
eR-1
013
4-1
.35
-1.4
50.
713
500.
016
Con
c.
1
,236
1031
1,25
4
-
-
CeT
10-
11C
eR-1
0
2.0
2C
eR-1
110
1-1
.45
-1.5
00.
513
500.
016
Con
c.
1
,007
1031
1,35
5
1350
mm
101
mC
eT 1
1-12
CeR
-11
1
.74
CeR
-12
80-1
.50
-2.5
413
.013
500.
016
Con
c.
5
,158
1031
1,43
5
-
-
0
.90
Sum
mar
y67
5 m
m29
4 m
1200
mm
285
m13
50 m
m38
0 m
Tota
l95
9 m
Not
e: T
he la
st v
alue
for t
he U
pstre
am G
roun
d E
leva
tion
is fo
r the
ulti
mat
e no
de.
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lCer
ro1/
120
04/4
/26
Tab
le A
10.5
Cap
acity
of E
xist
ing
Col
ecto
r C
entr
o H
aban
aC
olec
tor L
abel
Up.
Nod
eU
pstre
amG
roun
dE
leva
tion
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
s n
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
ChT
1-2
ChR
-16.
78
ChR
-262
.33.
613.
314.
845
00.
016
Con
c.
168
355
62
450
mm
62 m
ChT
2-3
ChR
-26.
25
ChR
-311
.53.
313.
255.
245
00.
016
Con
c.
175
355
74
450
mm
12 m
ChT
3-4
ChR
-36.
25
ChR
-484
3.25
2.00
14.9
450
0.01
6C
onc.
2
9535
5
1
5845
0 m
m84
mC
hT 4
-5C
hR-4
5.23
C
hR-5
23.5
2.00
1.99
0.4
450
0.01
6C
onc.
5035
5
1
8145
0 m
m24
mC
hT 5
-6C
hR-5
5.25
C
hR-6
251.
991.
922.
845
00.
016
Con
c.
128
355
206
450
mm
25 m
ChT
6-7
ChR
-65.
40
ChR
-726
.51.
921.
746.
845
00.
016
Con
c.
199
355
233
450
mm
27 m
ChT
7-8
ChR
-75.
53
ChR
-881
.51.
741.
246.
145
00.
016
Con
c.
189
355
314
450
mm
82 m
ChT
8-9
ChR
-85.
24
ChR
-976
.11.
240.
588.
767
50.
016
Con
c.
664
355
390
-
-
C
hT 9
-10
ChR
-95.
78
ChR
-10
920.
580.
431.
667
50.
016
Con
c.
288
355
482
675
mm
92 m
ChT
10-
11C
hR-1
04.
53
ChR
-11
73.5
0.43
0.36
1.0
675
0.01
6C
onc.
2
20
402
556
675
mm
74 m
ChT
11-
12C
hR-1
14.
36
ChR
-12
840.
360.
152.
567
50.
016
Con
c.
356
40
2
6
4067
5 m
m84
mC
hT 1
2-13
ChR
-12
3.92
C
hR-1
383
.20.
15-0
.29
5.3
750
0.01
6C
onc.
6
86
402
723
-
-
C
hT 1
3-14
ChR
-13
3.01
C
hR-1
486
-0.2
9-0
.48
2.2
750
0.01
6C
onc.
4
44
402
809
-
-
C
hT 1
4-15
ChR
-14
3.09
C
hR-1
582
.5-0
.48
-0.7
83.
675
00.
016
Con
c.
569
40
2
8
92-
-
ChT
15-
15'
ChR
-15
3.26
C
hR-1
5'86
-0.7
8-0
.86
0.9
750
0.01
6C
onc.
2
88
402
978
750
mm
86 m
ChT
15'
-16
ChR
-15'
3.50
C
hR-1
629
.3-0
.86
-0.8
91.
075
00.
016
Con
c.
302
40
2
1,0
0775
0 m
m29
m
3.40
Su
mm
ary
450
mm
314
m67
5 m
m25
0 m
750
mm
115
mTo
tal
679
m
Not
e: T
he la
st v
alue
for t
he U
pstre
am G
roun
d E
leva
tion
is fo
r the
ulti
mat
e no
de.
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lCen
tro h
aban
aCen
tro h
aban
a20
04/4
/26
Tab
le 1
0.6
Cap
acity
of E
xist
ing
Col
ecto
r Su
r 1
Col
ecto
rLa
bel
Up.
Nod
eU
pstre
amG
roun
dE
leva
tion
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
s n
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
SuT
1-2
SuR
-131
.15
SuR
-280
.526
.64
25.5
613
.490
00.
016
Con
c.
1
,777
2
67
8
1-
-
SuT
2-3
SuR
-230
.17
SuR
-380
.525
.56
25.4
02.
090
00.
016
Con
c.
684
2
67
161
-
-
S
uT 3
-4S
uR-3
29.1
4S
uR-4
82.5
25.4
025
.17
2.8
900
0.01
6C
onc.
8
10
267
2
44-
-
SuT
4-5
SuR
-428
.06
SuR
-510
1.5
25.1
724
.10
10.5
900
0.01
6C
onc.
1,5
76
267
3
45-
-
SuT
5-6
SuR
-526
.48
SuR
-686
.524
.10
23.1
710
.890
00.
016
Con
c.
1
,591
2
67
432
-
-
S
uT 6
-7S
uR-6
25.1
7S
uR-7
59.5
23.1
722
.08
18.3
900
0.01
6C
onc.
2,0
77
267
4
91-
-
SuT
7-8
SuR
-724
.35
SuR
-875
.822
.08
21.1
712
.090
00.
016
Con
c.
1
,681
2
67
567
-
-
S
uT 8
-9S
uR-8
23.4
2S
uR-9
50.5
21.1
720
.44
14.5
900
0.01
6C
onc.
1,8
45
267
6
17-
-
SuT
9-1
0S
uR-9
22.7
8S
uR-1
051
.220
.44
19.8
112
.390
00.
016
Con
c.
1
,702
2
67
669
-
-
S
uT 1
0-11
SuR
-10
22.0
6S
uR-1
154
19.8
119
.24
10.6
900
0.01
6C
onc.
1,5
77
267
7
23-
-
SuT
11-
12S
uR-1
121
.21
SuR
-12
51.5
19.2
418
.40
16.3
900
0.01
6C
onc.
1,9
60
267
7
74-
-
SuT
12-
13S
uR-1
220
.6S
uR-1
354
.418
.40
17.8
510
.190
00.
016
Con
c.
1
,543
2
67
828
-
-
S
uT 1
3-14
SuR
-13
19.8
3S
uR-1
472
.117
.85
16.8
913
.390
00.
016
Con
c.
1
,771
2
67
901
-
-
S
uT 1
4-15
SuR
-14
18.8
7S
uR-1
566
.516
.89
16.0
712
.390
00.
016
Con
c.
1
,704
2
67
967
-
-
S
uT 1
5-16
SuR
-15
18.0
5S
uR-1
670
16.0
715
.16
13.0
900
0.01
6C
onc.
1,7
50
267
1,0
37-
-
SuT
16-
17S
uR-1
617
.15
SuR
-17
111.
515
.16
13.9
510
.990
00.
016
Con
c.
1
,599
2
67
1
,149
-
-
S
uT 1
7-18
SuR
-17
15.7
1S
uR-1
866
13.9
512
.96
15.0
900
0.01
6C
onc.
1,8
79
267
1,2
15-
-
SuT
18-
19S
uR-1
814
.75
SuR
-19
80.5
12.9
612
.49
5.8
900
0.01
6C
onc.
1,1
72
267
1,2
95-
-
SuT
19-
20S
uR-1
913
.76
SuR
-20
30.2
12.4
912
.31
6.0
900
0.01
6C
onc.
1,1
85
267
1,3
25-
-
SuT
20
-21
SuR
-20
13.3
5S
uR-2
110
1.5
12.3
19.
8624
.190
00.
016
Con
c.
2
,384
2
67
1
,427
-
-
S
uT 2
1-22
SuR
-21
14.1
5S
uR-2
212
4.8
9.86
7.58
18.3
900
0.01
6C
onc.
2,0
74
267
1,5
52-
-
SuT
22-
23S
uR-2
210
.78
SuR
-23
116
7.58
3.85
32.2
900
0.01
6C
onc.
2,7
52
267
1,6
68-
-
SuT
23-
24S
uR-2
37.
95S
uR-2
411
2.5
3.85
2.40
12.9
900
0.01
6C
onc.
1,7
42
844
1,7
80-
-
SuT
24-
25S
uR-2
45.
73S
uR-2
520
8.5
2.40
1.08
6.3
900
0.01
6C
onc.
1,2
21
844
1,9
89-
-
SuT
25-
26S
uR-2
55.
78S
uR-2
625
1.08
0.95
5.2
900
0.01
6C
onc.
1,1
07
844
2,0
14-
-
SuT
26-
27S
uR-2
66.
38S
uR-2
711
00.
950.
504.
190
00.
016
Con
c.
981
8
44
2
,124
-
-
S
uT 2
7-28
SuR
-27
5.3
SuR
-28
113.
80.
50-0
.18
6.0
900
0.01
6C
onc.
1,1
86
844
2,2
37-
-
SuT
28-
29S
uR-2
84.
04S
uR-2
913
0-0
.18
-0.4
01.
790
00.
016
Con
c.
631
8
44
2
,367
900
mm
130
mS
uT 2
9-30
SuR
-29
3.42
SuR
-30
80-0
.40
-0.4
60.
790
00.
016
Con
c.
410
8
44
2
,447
900
mm
80 m
3.31
Sum
mar
y90
0 m
m21
0 m
Not
e: T
he la
st v
alue
for t
he U
pstre
am G
roun
d E
leva
tion
is fo
r the
ulti
mat
e no
de.
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lSur
-11/
120
04/4
/26
Tab
le 1
0.7
Cap
acity
of E
xist
ing
Col
ecto
r Su
r 2
Col
ecto
rLa
bel
Up.
Nod
eU
pstre
amG
roun
dE
leva
tion
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
s n
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
SdT
1-2
SdR
-19.
06S
dR-2
157.
34.
563.
755.
160
00.
016
Con
c.
373
1
57
SdT
2-3
SdR
-27.
40S
dR-3
22.5
3.75
3.50
11.1
900
0.01
6C
onc.
1,6
17
180
SdT
3-4
SdR
-37.
62S
dR-4
96.9
3.50
3.28
2.3
900
0.01
6C
onc.
7
31
277
SdT
4-5
SdR
-46.
58S
dR-5
263.
43.
282.
881.
590
00.
016
Con
c.
598
5
40
SdT
5-6
SdR
-55.
43S
dR-6
175
2.88
2.48
2.3
900
0.01
6C
onc.
7
34
715
SdT
6-7
SdR
-64.
48S
dR-7
922.
482.
371.
290
00.
016
Con
c.
531
8
07
SdT
7-8
SdR
-74.
28S
dR-8
82.2
2.37
2.29
1.0
900
0.01
6C
onc.
4
79
889
SdT
8-9
SdR
-83.
90S
dR-9
79.7
2.29
2.18
1.4
900
0.01
6C
onc.
5
70
969
SdT
9-1
0S
dR-9
4.23
SdR
-10
642.
182.
20-0
.390
00.
016
Con
c.
(271
)
1
,033
SdT
10-
11S
dR-1
04.
10S
dR-1
110
22.
202.
150.
590
00.
016
Con
c.
340
1,1
35
SdT
11-
12S
dR-1
13.
80S
dR-1
243
.62.
152.
052.
390
00.
016
Con
c.
734
1,1
79
SdT
12-
13S
dR-1
23.
65S
dR-1
365
.62.
051.
941.
790
00.
016
Con
c.
628
1,2
44
SdT
13-
14S
dR-1
33.
13S
dR-1
458
8.3
1.94
1.59
0.6
750
0.01
6C
onc.
2
30
1
,833
SdT
14-
15S
dR-1
48.
74S
dR-1
525
3.6
1.59
1.08
2.0
750
0.01
6C
onc.
4
23
6
13
2
,086
750
mm
254
S
dT 1
5-16
SdR
-15
7.83
SdR
-16
264.
21.
080.
502.
275
00.
016
Con
c.
442
613
2,3
5075
0 m
m26
4
SdT
16-
17S
dR-1
63.
52S
dR-1
776
.50.
500.
075.
675
00.
016
Con
c.
708
613
2,4
27-
-
SdT
17-
18S
dR-1
73.
19S
dR-1
881
.20.
07-0
.05
1.5
900
0.01
6C
onc.
5
90
6
76
2
,508
900
mm
81
SdT
18-
19S
dR-1
83.
07S
dR-1
973
.9-0
.05
-0.1
10.
890
00.
016
Con
c.
437
676
2,5
8290
0 m
m74
S
dT 1
9-20
SdR
-19
3.37
SdR
-20
74.5
-0.1
1-0
.16
0.7
900
0.01
6C
onc.
3
98
6
76
2
,656
900
mm
75
SdT
20-
21S
dR-2
03.
60S
dR-2
178
.2-0
.16
-0.3
42.
390
00.
016
Con
c.
736
676
2,7
35-
-
SdT
21-
22S
dR-2
13.
38S
dR-2
216
1.8
-0.3
4-0
.40
0.4
900
0.01
6C
onc.
2
96
7
34
2
,896
900
mm
162
3.
42
Sum
mar
y75
0 m
m51
8 m
900
mm
391
mTo
tal
909
m
Not
e: T
he la
st v
alue
for t
he U
pstre
am G
roun
d E
leva
tion
is fo
r the
ulti
mat
e no
de.
108_
Tabl
e A
10.7
Sur
-220
04/4
/26
Tab
le 1
0.8
Cap
acity
of E
xist
ing
Col
ecto
r Su
r 3
Col
ecto
rLa
bel
Up.
Nod
eU
pstre
amG
roun
dE
leva
tion
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
s n
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
StT
1-2
StR
-120
.02
StR
-210
915
.92
11.9
136
.835
00.
016
Con
c.
22
726
410
935
0 m
m10
9 m
StT
2-3
StR
-218
.6S
tR-3
120
11.9
111
.57
2.8
350
0.01
6C
onc.
63
26
4
22
935
0 m
m12
0 m
StT
3-4
StR
-316
.45
StR
-411
311
.57
11.1
24.
040
00.
016
Con
c.
10
7
477
342
400
mm
113
mS
tT 4
-5S
tR-4
15.1
7S
tR-5
113.
111
.12
10.2
97.
340
00.
016
Con
c.
14
5
477
455
400
mm
113
mS
tT 5
-6S
tR-5
13.7
4S
tR-6
26.1
10.2
910
.14
5.7
400
0.01
6C
onc.
128
47
7
48
140
0 m
m26
mS
tT 6
-7S
tR-6
13.7
2S
tR-7
45.5
10.1
49.
768.
440
00.
016
Con
c.
15
5
477
527
400
mm
46 m
StT
7-8
StR
-713
.4S
tR-8
65.1
9.76
9.35
6.3
400
0.01
6C
onc.
134
47
7
59
240
0 m
m65
mS
tT 8
-9S
tR-8
12.9
5S
tR-9
66.1
9.35
8.72
9.5
400
0.01
6C
onc.
165
47
7
65
840
0 m
m66
mS
tT 9
-10
StR
-913
.97
StR
-10
41.5
8.72
7.94
18.8
400
0.01
6C
onc.
232
47
7
69
940
0 m
m42
mS
tT 1
0-11
StR
-10
12.1
4S
tR-1
137
.27.
947.
696.
740
00.
016
Con
c.
13
9
477
737
400
mm
37 m
StT
11-
12S
tR-1
112
.84
StR
-12
26.4
7.69
5.94
66.2
400
0.01
6C
onc.
435
47
7
76
340
0 m
m26
mS
tT 1
2-13
StR
-12
9.13
StR
-13
55.1
5.94
5.63
5.6
400
0.01
6C
onc.
127
47
7
81
840
0 m
m55
mS
tT 1
3-14
StR
-13
8.41
StR
-14
114
5.63
4.96
5.9
400
0.01
6C
onc.
130
47
7
93
240
0 m
m11
4 m
StT
14-
15S
tR-1
46.
74S
tR-1
557
4.96
4.75
3.7
750
0.01
6C
onc.
573
47
7
98
9-
-
S
tT 1
5-16
StR
-15
6.27
StR
-16
58.1
4.75
4.31
7.6
750
0.01
6C
onc.
821
47
7
1,04
7-
-
S
tT 1
6-17
StR
-16
6.01
StR
-17
514.
313.
996.
375
00.
016
Con
c.
74
7
477
1,
098
-
-
StT
17-
18S
tR-1
75.
9S
tR-1
867
3.99
3.25
11.0
750
0.01
6C
onc.
992
47
7
1,16
5-
-
S
tT 1
8-19
StR
-18
5.7
StR
-19
114
3.25
3.21
0.4
750
0.01
6C
onc.
177
47
7
1,27
975
0 m
m11
4 m
StT
19-
20S
tR-1
95.
35S
tR-2
011
3.8
3.21
2.95
2.3
750
0.01
6C
onc.
451
47
7
1,39
375
0 m
m11
4 m
StT
20-
21S
tR-2
06.
14S
tR-2
111
3.9
2.95
2.71
2.1
750
0.01
6C
onc.
433
47
7
1,50
775
0 m
m11
4 m
StT
21-
22S
tR-2
15.
49S
tR-2
221
.22.
712.
73-0
.975
00.
016
Con
c.
(290
)
477
1,
528
750
mm
21 m
StT
22-
23S
tR-2
25.
43S
tR-2
35.
22.
732.
6711
.575
00.
016
Con
c.
1,01
4
477
1,
533
-
-
StT
23-
24S
tR-2
35.
45S
tR-2
410
12.
672.
600.
775
00.
016
Con
c.
24
8
477
1,
634
750
mm
101
mS
tT 2
4-25
StR
-24
7.6
StR
-25
110.
12.
602.
441.
575
00.
016
Con
c.
36
0
477
1,
744
750
mm
110
mS
tT 2
5-26
StR
-25
8.54
StR
-26
110
2.44
1.81
5.7
750
0.01
6C
onc.
714
47
7
1,85
4-
-
S
tT 2
6-27
StR
-26
8.47
StR
-27
109
1.81
1.61
1.8
750
0.01
6C
onc.
404
47
7
1,96
375
0 m
m10
9 m
StT
27-
28S
tR-2
78.
98S
tR-2
810
01.
611.
590.
275
00.
016
Con
c.
13
3
477
2,
063
750
mm
100
m
8.74
Sum
mar
y35
0 m
m22
9 m
400
mm
703
m75
0 m
m78
3 m
Tota
l17
15 m
Not
e: T
he la
st v
alue
for t
he U
pstre
am G
roun
d E
leva
tion
is fo
r the
ulti
mat
e no
de.
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lSur
-31/
120
04/4
/26
Tab
le 1
0.9
Cap
acity
of E
xist
ing
Col
ecto
r Su
rC
olec
tor
Labe
lU
p. N
ode
Ups
tream
Gro
und
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
sn
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
T 1-
2R
-13.
31R
-245
-0.9
7-1
.01
0.9
1500
0.01
6C
onc.
1,7
8615
0445
-
-
T
2-3
R-2
3.54
R-3
25-1
.01
-1.0
51.
615
000.
016
Con
c.
2
,397
1504
70
-
-
T
3-4
R-3
3.35
R-4
125
-1.0
5-1
.27
1.8
1500
0.01
6C
onc.
2,5
1415
04
1
95-
-
T 4-
5R
-42.
42R
-590
-1.2
7-1
.38
1.2
1500
0.01
6C
onc.
2,0
9515
04
2
85-
-
T 5-
6R
-51.
84R
-685
-1.3
8-1
.45
0.8
1500
0.01
6C
onc.
1,7
1915
04
3
70-
-
T 6-
7R
-61.
71R
-720
0-1
.45
-1.6
81.
215
000.
016
Con
c.
2
,032
1504
570
-
-
T
7-8
R-7
3.93
R-8
50-1
.68
-1.7
00.
415
000.
016
Con
c.
1
,198
1504
620
1500
mm
50 m
T 8-
9R
-84.
96R
-911
0-1
.70
-1.7
60.
615
000.
016
Con
c.
1
,399
1504
730
1500
mm
110
mT
9-10
R-9
1.81
R-1
012
0-1
.76
-1.7
90.
315
000.
016
Con
c.
947
1504
850
1500
mm
120
mT
10-1
1R
-10
2.14
R-1
110
0-1
.79
-1.8
20.
315
000.
016
Con
c.
1
,038
1504
950
1500
mm
100
mT
11-1
2R
-11
2.42
R-1
211
5-1
.82
-1.9
61.
215
000.
016
Con
c.
2
,091
1504
1
,065
-
-
T
12-1
3R
-12
1.31
R-1
360
-1.9
6-2
.54
9.7
1500
0.01
6C
onc.
5,8
9115
04
1,1
25-
-
T 13
-14
R-1
30.
9R
-14
159
-2.5
4-2
.64
0.6
1950
0.01
6C
onc.
3,0
25
2,5
06
1,2
84-
-
T 14
-15
R-1
41.
52R
-15
45.4
-2.6
4-2
.71
1.5
1950
0.01
6C
onc.
4,7
36
2,5
06
1,3
29-
-
T 15
-16
R-1
50.
99R
-16
41.1
-2.7
1-2
.71
0.0
1950
0.01
6C
onc.
-
2
,506
1
,371
1950
mm
41 m
T 16
-17
R-1
61.
08R
-17
60.8
-2.7
1-2
.76
0.8
1950
0.01
6C
onc.
3,4
59
2,5
06
1,4
31-
-
T 17
-18
R-1
71.
78R
-18
79.5
-2.7
6-2
.77
0.1
1950
0.01
6C
onc.
1,3
53
2,5
06
1,5
1119
50 m
m80
mT
18-1
9R
-18
3.32
R-1
973
.8-2
.77
-2.8
00.
419
500.
016
Con
c.
2
,432
2
,506
1
,585
1950
mm
74 m
T 19
-20
R-1
96.
33R
-20
74.5
-2.8
0-2
.84
0.5
1950
0.01
6C
onc.
2,7
95
2,5
06
1,6
59-
-
T 20
-21
R-2
05.
69R
-21
74-2
.84
-2.9
31.
219
500.
016
Con
c.
4
,206
2
,506
1
,733
-
-
T
21-2
2R
-21
3.67
R-2
285
.4-2
.93
-2.9
90.
719
500.
016
Con
c.
3
,197
2
,506
1
,819
-
-
T
22-2
3R
-22
3.36
R-2
340
7.5
-2.9
9-3
.17
0.4
1950
0.01
6C
onc.
2,5
35
2,5
67
2,2
2619
50 m
m40
8 m
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lSur
1/2
2004
/4/2
6
Tab
le 1
0.9
Cap
acity
of E
xist
ing
Col
ecto
r Su
rC
olec
tor
Labe
lU
p. N
ode
Ups
tream
Gro
und
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Man
ning
sn
Mat
eria
lFu
llC
apac
ityD
esig
nC
apac
ityA
ccum
ulat
edLe
ngth
Dia
met
erLe
ngth
(< C
apac
ity)
mm
mm
(m/k
m)
(mm
)L/
sL/
sm
T 23
-24
R-2
36.
31R
-24
62.1
-3.1
7-3
.17
0.0
2100
0.01
6C
onc.
-
2
,686
2
,288
2100
mm
62 m
T 24
-25
R-2
45.
71R
-25
68-3
.17
-3.2
10.
621
000.
016
Con
c.
3
,565
2
,686
2
,356
-
-
T
25-2
6R
-25
6.09
R-2
664
.5-3
.21
-3.2
30.
321
000.
016
Con
c.
2
,588
2
,686
2
,421
2100
mm
65 m
T 26
-27
R-2
66.
21R
-27
96-3
.23
-3.3
81.
621
000.
016
Con
c.
5
,810
2
,686
2
,517
-
-
T
27-2
8R
-27
5.39
R-2
870
.2-3
.38
-3.3
7-0
.121
000.
016
Con
c.
(1
,754
)
2,6
86
2,5
8721
00 m
m70
mT
28-2
9R
-28
4.79
R-2
980
.9-3
.37
-3.3
90.
321
000.
016
Con
c.
2
,311
2
,686
2
,668
2100
mm
81 m
T 29
-30
R-2
94.
34R
-30
78.5
-3.3
9-3
.41
0.3
2100
0.01
6C
onc.
2,3
46
2,6
86
2,7
4621
00 m
m79
mT
30-3
1R
-30
3.67
R-3
15.
9-3
.41
-3.4
21.
721
000.
016
Con
c.
6
,051
2
,686
2
,752
-
-
T
31-3
2R
-31
3.64
R-3
245
-3.4
2-3
.44
0.4
2100
0.01
6C
onc.
3,0
98
2,6
86
2,7
97-
-
T 32
-33
R-3
23.
41R
-33
70-3
.44
-3.4
70.
421
000.
016
Con
c.
3
,043
2
,686
2
,867
-
-
T
33-3
4R
-33
3.56
R-3
460
.6-3
.47
-3.4
2-0
.821
000.
016
Con
c.
(4
,222
)
2,6
86
2,9
2821
00 m
m61
mT
34-3
5R
-34
3.56
R-3
562
.9-3
.42
-3.5
01.
321
000.
016
Con
c.
5
,241
2
,686
2
,991
-
-
T
35-3
6R
-35
3.15
R-3
611
8-3
.50
-3.8
42.
921
000.
016
Con
c.
7
,889
2
,686
3
,109
-
-
T
36-3
7R
-36
2.61
R-3
777
.5-3
.84
-3.8
60.
321
000.
016
Con
c.
2
,361
2
,686
3
,186
2100
mm
78 m
T 37
-38
R-3
72.
94R
-38
65.2
-3.8
6-3
.95
1.4
2100
0.01
6C
onc.
5,4
60
2,6
86
3,2
51-
-
T 38
-39
R-3
83.
76R
-39
67-3
.95
-3.9
70.
321
000.
016
Con
c.
2
,539
2
,686
3
,318
2100
mm
67 m
T 39
-40
R-3
93.
73R
-40
30.3
-3.9
7-3
.91
-2.0
2100
0.01
6C
onc.
(6,5
46)
2
,686
3
,349
2100
mm
30 m
T 40
-41
R-4
03.
19R
-41
45-3
.91
-3.9
71.
321
000.
016
Con
c.
5
,367
2
,686
3
,394
-
-
T
41-4
2R
-41
2.68
R-4
211
6-3
.97
-3.9
80.
121
000.
016
Con
c.
1
,365
2
,733
3
,510
2100
mm
116
mT
42-4
3R
-42
2.03
R-4
377
.2-3
.98
-3.9
90.
121
000.
016
Con
c.
1
,673
2
,733
3
,587
2100
mm
77 m
T 43
-44
R-4
31.
82R
-44
64.5
-3.9
9-4
.00
0.2
2100
0.01
6C
onc.
1,8
30
2,7
33
3,6
5121
00 m
m65
mT
44-4
5R
-44
2.46
R-4
564
-4.0
0-4
.03
0.5
2100
0.01
6C
onc.
3,1
82
2,7
33
3,7
15-
-
T 45
-46
R-4
52.
72R
-46
48-4
.03
-4.0
50.
421
000.
016
Con
c.
3
,000
2
,733
3
,763
-
-
T
46-4
7R
-46
2.98
R-4
780
-4.0
5-4
.34
3.6
2100
0.01
6C
onc.
8,8
49
2,7
33
3,8
43-
-
2.46
Sum
mar
y15
00 m
m38
0 m
1950
mm
602
m21
00 m
m84
9 m
Tota
l18
31 m
Not
e: T
he la
st v
alue
for t
he U
pstre
am G
roun
d E
leva
tion
is fo
r the
ulti
mat
e no
de.
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lSur
2/2
2004
/4/2
6
Tab
le A
10.1
0 C
apac
ity o
f Reh
abili
tate
d C
olec
tor
Sur
Exi
stin
gS
ecto
rU
p. N
ode
Ups
tream
Gro
und
Ele
vatio
n
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Ave
rage
Con
stru
cted
Slo
pe
Sec
tion
Siz
eM
ater
ial
mm
mm
(m/k
m)
(mm
)S
S1-
1R
-13.
31R
-13
1,12
5.0
-0.9
7-2
.54
1.40
1500
conc
rete
SS
2-1
R-1
30.
90R
-22
693.
5
-2.5
4-2
.99
0.65
1950
conc
rete
SS
2-2
R-2
23.
36R
-23
407.
5
-2.9
9-3
.17
0.44
1950
conc
rete
SS
3-1
R-2
36.
31R
-41
1,12
2.6
-3.1
7-3
.97
0.71
2100
conc
rete
SS
3-2
R-4
12.
68R
-47
494.
7
-3.9
7-4
.34
0.75
2100
conc
rete
2.46
3,84
3.3
Aft
er R
ehab
ilita
tion
Sec
tor
Up.
Nod
eU
pstre
amG
roun
dE
leva
tion
Dn.
Nod
eLe
ngth
Up.
Inve
rtE
leva
tion
Dn.
Inve
rtE
leva
tion
Con
stru
cted
Slo
peS
ectio
nS
ize
Sec
tion
Siz
eaf
ter
Reh
abili
tatio
n
Man
ning
s n
Mat
eria
lFu
llC
apac
ityD
esig
nFl
ow
mm
mm
(m/k
m)
(mm
)(m
m)
L/s
L/s
SS
1-1
R-1
3.31
R-1
31,
125.
0
-0
.840
-1.9
651.
00
13
500.
013
conc
rete
1689
1059
SS
2-1
R-1
30.
90R
-22
693.
5
-2.1
69-2
.724
0.80
1750
0.01
3co
ncre
te30
0721
00S
S2-
2R
-22
3.36
R-2
340
7.5
-2
.724
-3.0
500.
80
17
500.
013
conc
rete
3007
2162
SS
3-1
R-2
36.
31R
-41
1,12
2.6
-3.0
50-3
.945
0.80
1900
0.01
3co
ncre
te37
4222
84S
S3-
2R
-41
2.68
R-4
749
4.7
-3
.945
-4.3
400.
80
19
000.
013
conc
rete
3742
2332
2.46
3,84
3.3
Tabl
eA10
-4-5
-6-8
-9-1
0_C
olec
torC
apac
ityC
entra
lSur
-reh
ab1/
120
04/4
/26
Tab
le A
10.1
1 S
ewer
Des
ign
- Col
ecto
r Su
r A
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a(A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe(S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rtLe
vel
(ILup
),m
Dow
nstre
am
Inve
rtLe
vel
(ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
am
Cov
er,
m
Rem
arks
LST-
1LS
R-1
508.
7250
8.72
751
1200
mm
133
1.0
1.17
Con
cret
e0.
013
1,28
66.
0-1
.00
-1.1
35.
788.
11LS
T-2
LSR
-250
8.72
751
1200
mm
129
1.0
1.21
Con
cret
e0.
013
1,28
68.
2-1
.13
-1.2
68.
118.
54LS
T-3
LSR
-350
8.72
751
1200
mm
110
1.0
1.50
Con
cret
e0.
013
1,28
68.
5-1
.26
-1.3
78.
548.
65LS
T-4
LSR
-438
5.99
from
Sur
389
4.71
1,21
515
00 m
m10
31.
01.
29C
oncr
ete
0.01
32,
332
8.5
-1.6
7-1
.78
8.65
9.15
LST-
5LS
R-5
894.
711,
215
1500
mm
164
1.0
1.29
Con
cret
e0.
013
2,33
28.
9-1
.78
-1.9
49.
1511
.92
LST-
6LS
R-6
894.
711,
215
1500
mm
246
1.0
1.28
Con
cret
e0.
013
2,33
211
.5-1
.94
-2.1
911
.92
7.26
LST-
7LS
R-7
62.2
695
6.97
1,27
115
00 m
m14
01.
01.
35C
oncr
ete
0.01
32,
332
6.6
-2.1
9-2
.33
7.26
5.50
LST-
8LS
R-8
956.
971,
271
1500
mm
188
1.0
1.70
Con
cret
e0.
013
2,33
24.
7-2
.33
-2.5
15.
504.
59LS
T-9
LSR
-995
6.97
1,27
115
00 m
m14
21.
01.
39C
oncr
ete
0.01
32,
332
3.6
-2.5
1-2
.65
4.91
3.65
LST-
10LS
R-1
095
6.97
1,27
115
00 m
m11
31.
01.
73C
oncr
ete
0.01
32,
337
2.2
-2.6
5-2
.77
3.65
4.26
LST-
11LS
R-1
195
6.97
1,27
115
00 m
m50
1.0
1.31
Con
cret
e0.
013
2,33
22.
7-5
.00
-5.0
56.
186.
23A
gua
Dul
ceLS
T-12
LSR
-12
956.
971,
271
1500
mm
153
1.0
1.32
Con
cret
e0.
013
2,33
22.
7-5
.05
-5.2
06.
238.
68LS
T-13
LSR
-13
956.
971,
271
1500
mm
130
1.0
1.34
Con
cret
e0.
013
2,33
25.
0-5
.20
-5.3
38.
6812
.41
LST-
14LS
R-1
495
6.97
1,27
115
00 m
m82
1.0
1.38
Con
cret
e0.
013
2,33
28.
6-5
.33
-5.4
112
.41
9.89
LST-
15LS
R-1
595
6.97
1,27
115
00 m
m90
1.0
1.46
Con
cret
e0.
013
2,33
26.
0-5
.41
-5.5
09.
898.
98LS
T-16
LSR
-16
to Mat
ader
oP
umpi
ng
956.
971,
271
1500
mm
511.
01.
78C
oncr
ete
0.01
32,
321
5.0
-5.5
0-5
.55
8.98
9.03
Sew
er D
esig
n - C
olec
tor S
ur A
with
out i
nflo
w o
f Are
a A
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a(A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe(S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rtLe
vel
(ILup
),m
Dow
nstre
am
Inve
rtLe
vel
(ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
am
Cov
er,
m
Rem
arks
LST-
4LS
R-4
385.
99fro
m S
ur 3
385.
9961
3E
-120
010
31.
01.
32H
DP
E0.
011,
066
8.5
-1.6
74-1
.776
9.14
9.65
LST-
5LS
R-5
385.
9961
3E
-120
016
41.
01.
32H
DP
E0.
011,
066
8.9
-1.7
76-1
.940
9.65
12.4
1
LST-
6LS
R-6
385.
9961
3E
-120
024
61.
01.
27H
DP
E0.
011,
066
11.5
-1.9
40-2
.186
12.4
17.
76
LST-
7LS
R-7
62.2
644
8.25
676
E-1
200
140
1.0
1.37
HD
PE
0.01
1,06
66.
6-2
.186
-2.3
267.
766.
00
LST-
8LS
R-8
448.
2567
6E
-120
018
81.
01.
62H
DP
E0.
011,
066
4.7
-2.3
26-2
.513
6.00
5.08
LST-
9LS
R-9
448.
2567
6E
-120
014
21.
01.
39H
DP
E0.
011,
063
3.6
-2.5
13-2
.654
5.08
3.82
LST-
10LS
R-1
044
8.25
676
E-1
200
113
1.0
1.64
HD
PE
0.01
1,06
92.
2-2
.654
-2.7
673.
824.
44
LST-
11LS
R-1
144
8.25
676
E-1
200
501.
01.
36H
DP
E0.
011,
066
2.7
-5.0
00-5
.050
6.67
6.72
Agu
a D
ulce
LST-
12LS
R-1
244
8.25
676
E-1
200
153
1.0
1.36
HD
PE
0.01
1,06
62.
7-5
.050
-5.2
036.
729.
17
LST-
13LS
R-1
344
8.25
676
E-1
200
130
1.0
1.37
HD
PE
0.01
1,06
65.
0-5
.203
-5.3
329.
1712
.90
LST-
14LS
R-1
444
8.25
676
E-1
200
821.
01.
39H
DP
E0.
011,
066
8.6
-5.3
32-5
.414
12.9
010
.38
LST-
15LS
R-1
544
8.25
676
E-1
200
901.
01.
44H
DP
E0.
011,
066
6.0
-5.4
14-5
.504
10.3
89.
47
LST-
16LS
R-1
6to M
atad
ero
Pum
ping
448.
2567
6E
-120
051
1.0
1.67
HD
PE
0.01
1,06
15.
0-5
.504
-5.5
549.
479.
52
Not
e: S
tarti
ng P
oint
of C
olec
tor f
or th
is c
ase
will
be
LSR
-4
from
Luya
noLe
ftC
olec
tor
109_TableA10.11 Design Colector Sur ASurA
1/1
2004/4/28
Tab
le A
10.1
2 S
ewer
Des
ign
- By-
Pass
Pip
e fo
r C
olec
tor
Cer
ro a
nd C
olec
tor
Sur
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a(A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe(S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt Le
vel
(ILup
),m
Dow
nstre
amIn
vert
Leve
l(IL
dn),
m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
BT-
1B
R-1
702.
11Fr
om C
erro
702.
111,
031
E-1
200
201.
01.
65H
DP
E0.
010
1,06
72.
0-1
.95
-1.9
72.
82.
5B
T-2
BR
-270
2.11
1,03
1E
-120
076
1.0
1.90
HD
PE
0.01
01,
067
1.7
-1.9
7-2
.05
2.5
2.1
BT-
3B
R-3
1056
.03
From
Sur
1758
.14
2,28
315
00 m
m50
1.0
1.57
Con
cret
e0.
013
2,33
21.
3-4
.24
-4.2
94.
04.
2B
T-4
BR
-417
58.1
42,
283
1500
mm
125
1.0
1.61
Con
cret
e0.
013
2,33
21.
4-4
.29
-4.4
24.
25.
5B
T-5
BR
-517
58.1
42,
283
1500
mm
951.
01.
69C
oncr
ete
0.01
32,
332
2.6
-4.4
2-4
.51
5.5
5.0
BT-
6B
R-6
1758
.14
2,28
315
00 m
m41
1.0
1.78
Con
cret
e0.
013
2,33
22.
0-4
.51
-4.5
55.
06.
0D
ren
BT-
7B
R-7
1758
.14
2,28
315
00 m
m32
1.0
1.86
Con
cret
e0.
013
2,33
23.
0-4
.55
-4.5
86.
08.
1B
T-8
BR
-817
58.1
42,
283
1500
mm
401.
02.
18C
oncr
ete
0.01
32,
332
5.0
-4.5
8-4
.62
8.1
8.1
109-1_TableA10.12 Design By PassByPassCerroSur
1/1
2004/4/26
Tab
le A
10.1
3 S
ewer
Des
ign
- Col
ecto
r Su
r N
uevo
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a(A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe(S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
, L/s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt Le
vel
(ILup
),m
Dow
nstre
amIn
vert
Leve
l(IL
dn),
m
Ups
tream
Cov
er,
m
Dow
nstre
am
Cov
er,
m
Rem
arks
T-1
R-1
956.
97M
atad
ero
Pum
ping
Sta
tion
1,27
115
00 m
m14
01.
01.
3C
oncr
ete
0.01
32,
332
2.9
-2.1
-2.2
43.
54.
0
T-2
R-2
1,27
115
00 m
m80
1.0
1.3
Con
cret
e0.
013
2,33
23.
3-2
.24
-2.3
24.
04.
4T-
3R
-31,
271
1500
mm
501.
01.
3C
oncr
ete
0.01
32,
332
3.6
-2.3
2-2
.37
4.4
4.5
T-4
R-4
1,27
115
00 m
m18
01.
01.
3C
oncr
ete
0.01
32,
332
3.7
-2.3
7-2
.55
4.5
4.4
T-5
R-5
1,27
115
00 m
m19
01.
01.
3C
oncr
ete
0.01
32,
332
3.4
-2.5
5-2
.74
4.4
4.6
T-6
R-6
1,27
115
00 m
m50
1.0
1.3
Con
cret
e0.
013
2,33
23.
4-2
.74
-2.7
94.
64.
7T-
7R
-71,
271
1500
mm
701.
01.
3C
oncr
ete
0.01
32,
332
3.4
-2.7
9-2
.87
4.7
4.6
T-8
R-8
1,27
115
00 m
m17
01.
01.
3C
oncr
ete
0.01
32,
332
3.3
-2.8
7-3
.04
4.6
4.5
T-9
R-9
1,27
115
00 m
m11
01.
01.
3C
oncr
ete
0.01
32,
332
3-3
.04
-3.1
54.
52.
8T-
10R
-10
1,27
115
00 m
m11
01.
01.
3C
oncr
ete
0.01
32,
332
1.2
-3.1
5-3
.26
2.8
2.9
T-11
R-1
11,
271
1500
mm
801.
01.
3C
oncr
ete
0.01
32,
332
1.2
-3.2
6-3
.34
2.9
3.0
T-12
R-1
21,
271
1500
mm
901.
01.
3C
oncr
ete
0.01
32,
332
1.2
-3.3
4-3
.43
3.0
3.4
T-13
R-1
31,
271
1500
mm
130
1.0
1.3
Con
cret
e0.
013
2,33
21.
5-3
.43
-3.5
63.
43.
4T-
14R
-14
1,27
115
00 m
m12
01.
01.
3C
oncr
ete
0.01
32,
332
1.4
-3.5
6-3
.68
3.4
3.5
T-15
R-1
51,
271
1500
mm
110
1.0
1.3
Con
cret
e0.
013
2,33
21.
3-3
.68
-3.8
3.5
3.5
T-16
R-1
61,
271
1500
mm
110
1.0
1.3
Con
cret
e0.
013
2,33
21.
2-3
.8-3
.91
3.5
3.6
T-17
R-1
7to
Cab
alle
ria1,
271
1500
mm
401.
01.
3C
oncr
ete
0.01
32,
332
1.2
-3.9
1-3
.95
3.6
3.6
Not
e: T
he fl
ow s
how
n ab
ove
is fo
r the
cas
e w
hen
was
tew
ater
from
Luy
ano
Left
Ban
k ar
ea is
incl
uded
.
TableA10-13ResultsColectorSurASurNuevoBypassSurNuevo
1/1
2004/4/26
Tab
le A
10.1
4 D
esig
n Fl
ows -
Luy
ano
Lef
t Col
ecto
r
Man
hole
Sub
-D
istri
ctA
rea
Cum
ulat
ive
Are
aP
opul
atio
nC
umul
ativ
eP
opul
atio
nE
quiv
alen
tP
opul
atio
n
Cum
ulat
ive
Equ
ival
ent
Pop
ulat
ion
Ave
rage
Sew
age
Flow
Cum
ulat
ive
Ave
rage
Sew
age
Flow
Infil
tratio
nC
umul
ativ
eIn
filtra
tion
Hou
rlyP
eak
Fact
or
Hou
rl yM
axim
umW
aste
wat
erFl
owha
hape
rson
pers
onpe
rson
pers
onm
3/d
m3/
dm
3/d
m3/
dL/
sL/
sm
3/d
LR-1
A3
14.6
814
.68
730
730
730
730
235
235
1515
3.88
410
.73.
429
7LR
-6A
316
.80
81.0
783
54,
031
835
4,03
126
91,
298
1781
3.33
051
.019
.01,
638
LR-7
A3-
A4
7.43
88.5
036
94,
400
369
4,40
011
91,
417
788
3.29
655
.120
.71,
788
LR-7
A3-
A4
7.43
95.9
22,
011
6,41
12,
011
6,41
164
72,
064
4012
83.
143
76.6
30.2
2,60
5LR
-9A
444
.34
140.
2612
,007
18,4
1712
,007
18,4
173,
866
5,93
024
036
82.
688
188.
886
.67,
485
LR-1
1A
417
.10
157.
364,
630
23,0
484,
630
23,0
481,
491
7,42
193
461
2.59
122
7.9
108.
49,
366
LR-1
4A
412
.79
170.
153,
463
26,5
113,
463
26,5
111,
115
8,53
669
530
2.53
025
6.1
124.
710
,774
LR-1
6A
415
.47
185.
624,
189
30,7
004,
189
30,7
001,
349
9,88
584
614
2.46
728
9.4
144.
412
,476
LR-1
8A
52.
6537
4.26
562
63,1
8763
065
,544
203
21,1
0511
1,26
42.
157
541.
530
7.7
26,5
89LR
-20
A5
20.7
639
5.02
4,40
267
,590
4,93
570
,479
1,58
922
,694
881,
352
2.12
957
4.8
330.
828
,584
LR-2
2A
55.
1440
0.16
1,09
068
,680
1,22
271
,701
393
23,0
8722
1,37
42.
123
583.
233
6.6
29,0
78LR
-22
A5
9.14
409.
301,
938
70,6
182,
173
73,8
7470
023
,787
391,
412
2.11
259
7.8
346.
729
,957
LR-2
4A
57.
6941
6.99
1,63
172
,248
1,82
875
,702
589
24,3
7633
1,44
52.
102
609.
735
5.3
30,6
96LR
-25
A5
7.21
424.
201,
529
73,7
771,
714
77,4
1655
224
,927
311,
476
2.09
462
1.2
363.
331
,388
LR-2
6A
54.
7944
2.43
1,01
677
,643
1,13
981
,749
367
26,3
2320
1,55
32.
073
649.
538
3.6
33,1
40LR
-31
A5
7.07
449.
501,
499
79,1
421,
681
83,4
3054
126
,864
301,
583
2.06
666
0.7
391.
433
,820
LR-3
4A
59.
2345
8.73
1,95
781
,099
2,19
485
,624
707
27,5
7139
1,62
22.
056
674.
840
1.7
34,7
07LR
-41
A5
5.87
464.
601,
245
82,3
441,
395
87,0
1944
928
,020
251,
647
2.05
068
3.9
408.
235
,271
LR-4
2A
529
.65
494.
256,
287
88,6
327,
048
94,0
672,
270
30,2
8912
61,
773
2.02
272
9.4
441.
238
,120
LR-4
2A
56.
9750
1.22
1,47
890
,110
1,65
795
,724
534
30,8
2330
1,80
22.
016
740.
144
9.0
38,7
90LR
-44
A5
7.50
508.
721,
590
91,7
001,
783
97,5
0757
431
,397
321,
834
2.00
975
1.3
457.
339
,510
to P
TAR
LR-5
0A
39.
909.
9049
249
249
249
215
915
910
103.
978
7.4
2.3
200
LR-5
6A
315
.19
25.0
975
51,
247
755
1,24
724
340
215
253.
736
17.7
5.9
507
LR-5
7A
324
.50
49.5
91,
218
2,46
61,
218
2,46
639
279
424
493.
513
32.9
11.6
1,00
2to
LR
-6LR
-60
A1
10.1
310
.13
1,09
51,
095
1,18
21,
182
381
381
2222
3.75
216
.85.
547
9LR
-62
A1
9.36
19.4
91,
012
2,10
71,
092
2,27
435
273
220
423.
542
30.5
10.7
921
LR-6
4A
18.
1727
.66
883
2,99
095
33,
228
307
1,03
918
603.
415
41.8
15.1
1,30
7LR
-65
A1
11.6
439
.30
1,25
84,
248
1,35
84,
586
437
1,47
725
853.
280
57.0
21.5
1,85
7LR
-66
A1
12.4
288
.82
1,34
29,
600
1,44
910
,364
467
3,33
727
192
2.93
911
5.7
48.6
4,19
6LR
-68
A2
10.2
999
.11
2,40
612
,006
2,54
412
,908
819
4,15
648
240
2.84
413
9.6
60.5
5,22
7LR
-70
A2
4.11
103.
2296
112
,967
1,01
613
,924
327
4,48
319
259
2.81
114
8.9
65.3
5,63
9LR
-71
A2
17.0
412
0.26
3,98
416
,950
4,21
318
,136
1,35
65,
840
8033
92.
695
186.
185
.07,
347
LR-7
3A
51.
4218
5.99
301
31,9
2533
834
,214
109
11,0
176
639
to L
R-1
8
Dai
ly M
axim
umW
aste
wat
er F
low
TableA10-14-16_AportesLMP : Table A1014LMP_Left
2004/4/26
Tab
le A
10.1
4 D
esig
n Fl
ows -
Luy
ano
Lef
t Col
ecto
r
Man
hole
Sub
-D
istri
ctA
rea
Cum
ulat
ive
Are
aP
opul
atio
nC
umul
ativ
eP
opul
atio
nE
quiv
alen
tP
opul
atio
n
Cum
ulat
ive
Equ
ival
ent
Pop
ulat
ion
Ave
rage
Sew
age
Flow
Cum
ulat
ive
Ave
rage
Sew
age
Flow
Infil
tratio
nC
umul
ativ
eIn
filtra
tion
Hou
rlyP
eak
Fact
or
Hou
rl yM
axim
umW
aste
wat
erFl
owha
hape
rson
pers
onpe
rson
pers
onm
3/d
m3/
dm
3/d
m3/
dL/
sL/
sm
3/d
Dai
ly M
axim
umW
aste
wat
er F
low
LR-8
0A
17.
907.
9085
485
492
292
229
729
717
173.
823
13.3
4.3
373
LR-8
3A
18.
6716
.57
937
1,79
11,
012
1,93
332
662
319
363.
597
26.3
9.1
783
LR-8
4A
112
.91
29.4
81,
395
3,18
61,
506
3,44
048
51,
108
2864
3.39
144
.216
.11,
393
LR-8
6A
17.
6237
.10
824
4,01
088
94,
329
286
1,39
416
803.
302
54.2
20.3
1,75
3to
LR
-66
LR-9
0A
210
.00
10.0
02,
338
2,33
82,
472
2,47
279
679
647
473.
512
32.9
11.6
1,00
2LR
-92
A2
11.4
721
.47
2,68
25,
020
2,83
65,
308
913
1,70
954
100
3.22
164
.924
.92,
151
LR-9
3A
214
.33
35.8
03,
350
8,37
03,
543
8,85
01,
141
2,85
067
167
3.00
710
1.1
41.5
3,58
7LR
-97
A2
11.8
947
.69
2,78
011
,150
2,93
911
,790
946
3,79
656
223
2.88
312
9.3
55.3
4,77
9LR
-98
A5
16.6
264
.31
3,52
414
,674
3,95
115
,740
1,27
25,
068
7029
32.
757
165.
173
.86,
376
to L
R-7
34.
500
0.0
0.0
0LR
-100
A5
13.4
413
.44
2,85
02,
850
3,19
53,
195
1,02
91,
029
5757
3.41
941
.414
.91,
292
to L
R-2
6
TableA10-14-16_AportesLMP : Table A1014LMP_Left
2004/4/26
Tab
le A
10.1
5 Se
wer
Des
ign
- Luy
ano
Lef
t Col
ecto
rP
ipe
Labe
lU
p N
ode
Incr
emen
tA
rea
(Ain
cr),
ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe (S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rtLe
vel
(ILup
),m
Dow
nstre
amIn
vert
Leve
l(IL
dn),
m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
LT-1
LR-1
14.6
814
.68
10.7
E-2
00 m
m20
519
.61.
15H
DP
E-H
AB
AN
A0.
0142
.465
.063
.624
59.6
241.
201.
20
LT-2
LR-2
14.6
810
.7E
-200
mm
110
12.8
1.04
HD
PE
-HA
BA
NA
0.01
34.3
61.0
59.6
2458
.224
1.20
1.20
LT-3
LR-3
14.6
810
.7E
-200
mm
241
56.5
1.48
HD
PE
-HA
BA
NA
0.01
72.1
59.6
58.2
2444
.624
1.20
1.20
LT-4
LR-4
14.6
810
.7E
-200
mm
215
14.9
1.08
HD
PE
-HA
BA
NA
0.01
37.0
46.0
44.6
2441
.424
1.20
1.20
LT-5
LR-5
14.6
810
.7E
-200
mm
114
78.9
1.62
HD
PE
-HA
BA
NA
0.01
85.2
42.8
41.4
2432
.424
1.20
1.20
LT-6
LR-6
16.8
0fro
m L
T-59
81.0
751
E-5
00 m
m52
1.0
0.77
HD
PE
-HA
BA
NA
0.01
101.
933
.827
.958
27.9
075.
421.
67
LT-7
LR-7
14.8
695
.93
76.6
E-5
00 m
m16
121
.91.
83H
DP
E-H
AB
AN
A0.
0147
7.4
30.0
27.9
0724
.373
1.67
1.20
LT-8
LR-8
95.9
376
.6E
-500
mm
229
4.4
1.29
HD
PE
-HA
BA
NA
0.01
213.
226
.024
.373
23.3
731.
201.
20
LT-9
LR-9
44.3
414
0.27
188.
8E
-630
mm
170
5.9
1.72
HD
PE
-HA
BA
NA
0.01
451.
625
.023
.265
22.2
651.
201.
20
LT-1
0LR
-10
140.
2718
8.8
E-6
30 m
m16
419
.62.
24H
DP
E-H
AB
AN
A0.
0182
2.5
24.0
22.2
6519
.065
1.20
1.20
LT-1
1LR
-11
17.1
015
7.37
227.
9E
-800
mm
184
1.1
1.28
HD
PE
-HA
BA
NA
0.01
365.
120
.818
.922
18.7
221.
201.
20
LT-1
2LR
-12
157.
3722
7.9
E-8
00 m
m11
27.
11.
81H
DP
E-H
AB
AN
A0.
0193
4.5
20.6
18.7
2217
.922
1.20
1.20
LT-1
3LR
-13
157.
3722
7.9
E-8
00 m
m20
524
.42.
41H
DP
E-H
AB
AN
A0.
011,
729.
019
.817
.922
12.9
221.
201.
20
LT-1
4LR
-14
12.7
917
0.16
256.
1E
-800
mm
259
3.5
1.62
HD
PE
-HA
BA
NA
0.01
652.
114
.812
.749
11.8
501.
372.
07
LT-1
5LR
-15
170.
1625
6.1
E-8
00 m
m27
83.
51.
49H
DP
E-H
AB
AN
A0.
0165
0.4
14.6
11.8
5010
.890
2.07
2.93
LT-1
6LR
-16
15.4
718
5.63
289.
4E
-800
mm
272
3.5
1.57
HD
PE
-HA
BA
NA
0.01
651.
014
.510
.890
9.94
92.
931.
37
LT-1
7LR
-17
185.
6328
9.4
E-8
00 m
m16
92.
41.
57H
DP
E-H
AB
AN
A0.
0153
8.8
12.0
9.94
99.
549
1.37
1.37
LT-1
8LR
-18
2.65
from
LT-
7337
4.27
541.
5E
-100
0 m
m12
02.
81.
86H
DP
E-H
AB
AN
A0.
011,
066.
811
.69.
380
9.04
91.
371.
20
LT-1
9LR
-19
374.
2754
1.5
E-1
200
mm
120
1.0
1.27
HD
PE
-HA
BA
NA
0.01
1,06
6.5
11.1
8.87
08.
750
1.20
1.82
LT-2
0LR
-20
20.7
639
5.03
574.
8E
-120
0 m
m11
11.
01.
56H
DP
E-H
AB
AN
A0.
011,
066.
511
.68.
750
8.63
91.
824.
53
LT-2
1LR
-21
395.
0357
4.8
E-1
200
mm
112
3.3
1.52
HD
PE
-HA
BA
NA
0.01
1,94
1.4
14.2
8.63
98.
270
4.53
1.20
LT-2
2LR
-22
14.2
840
9.31
597.
8E
-120
0 m
m21
81.
01.
32H
DP
E-H
AB
AN
A0.
011,
066.
510
.58.
270
8.05
21.
208.
82
LT-2
3LR
-23
409.
3159
7.8
E-1
200
mm
348
1.0
1.31
HD
PE
-HA
BA
NA
0.01
1,06
6.5
17.9
8.05
27.
704
8.82
1.57
LT-2
4LR
-24
7.69
417.
0060
9.7
E-1
200
mm
139
1.0
1.34
HD
PE
-HA
BA
NA
0.01
1,06
6.5
10.3
7.70
47.
566
1.57
4.10
LT-2
5LR
-25
7.21
424.
2162
1.2
E-1
200
mm
113
1.0
1.57
HD
PE
-HA
BA
NA
0.01
1,06
6.5
12.7
7.56
67.
453
4.10
1.32
LT-2
6LR
-26
4.79
from
LT-
105
442.
4464
9.5
E-1
200
mm
117
2.4
1.86
HD
PE
-HA
BA
NA
0.01
1,66
3.7
9.8
7.45
37.
170
1.32
1.20
LT-2
7LR
-27
442.
4464
9.5
E-1
200
mm
1921
.62.
61H
DP
E-H
AB
AN
A0.
014,
959.
09.
47.
170
6.77
01.
201.
20
LT-2
8LR
-28
442.
4464
9.5
E-1
200
mm
6217
.71.
59H
DP
E-H
AB
AN
A0.
014,
492.
19.
06.
770
5.67
01.
201.
20
LT-2
9LR
-29
442.
4464
9.5
E-1
200
mm
104
1.0
1.33
HD
PE
-HA
BA
NA
0.01
1,06
6.5
7.9
5.67
05.
566
1.20
1.80
LT-3
0LR
-30
442.
4464
9.5
E-1
200
mm
91.
01.
32H
DP
E-H
AB
AN
A0.
011,
066.
58.
45.
566
5.55
71.
801.
91
LT-3
1LR
-31
7.07
449.
5166
0.7
E-1
200
mm
611.
01.
34H
DP
E-H
AB
AN
A0.
011,
066.
58.
55.
557
5.49
61.
912.
47
Table A10-15-17Results_LMP_ColectorTable A1015LMP_LeftSewer
1/3
2004/4/26
Tab
le A
10.1
5 Se
wer
Des
ign
- Luy
ano
Lef
t Col
ecto
rP
ipe
Labe
lU
p N
ode
Incr
emen
tA
rea
(Ain
cr),
ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe (S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rtLe
vel
(ILup
),m
Dow
nstre
amIn
vert
Leve
l(IL
dn),
m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
LT-3
2LR
-32
449.
5166
0.7
E-1
200
mm
351.
01.
34H
DP
E-H
AB
AN
A0.
011,
066.
59.
05.
496
5.46
22.
472.
61
LT-3
3LR
-33
449.
5166
0.7
E-1
200
mm
781.
01.
34H
DP
E-H
AB
AN
A0.
011,
066.
59.
15.
462
5.38
42.
612.
09
LT-3
4LR
-34
9.23
458.
7467
4.8
E-1
200
mm
141.
01.
36H
DP
E-H
AB
AN
A0.
011,
066.
58.
55.
384
5.37
02.
092.
60
LT-3
5LR
-35
458.
7467
4.8
E-1
200
mm
391.
01.
37H
DP
E-H
AB
AN
A0.
011,
066.
59.
05.
370
5.33
12.
603.
14
LT-3
6LR
-36
458.
7467
4.8
E-1
200
mm
271.
01.
37H
DP
E-H
AB
AN
A0.
011,
066.
59.
55.
331
5.30
53.
143.
47
LT-3
7LR
-37
458.
7467
4.8
E-1
200
mm
471.
01.
38H
DP
E-H
AB
AN
A0.
011,
066.
59.
85.
305
5.25
83.
473.
71
LT-3
8LR
-38
458.
7467
4.8
E-1
200
mm
371.
01.
39H
DP
E-H
AB
AN
A0.
011,
066.
510
.05.
258
5.22
13.
714.
25
LT-3
9LR
-39
458.
7467
4.8
E-1
200
mm
134
1.0
1.63
HD
PE
-HA
BA
NA
0.01
1,06
6.5
10.5
5.22
15.
087
4.25
2.58
LT-4
0LR
-40
458.
7467
4.8
E-1
200
mm
191
7.4
1.85
HD
PE
-HA
BA
NA
0.01
2,90
9.1
8.7
5.08
73.
670
2.58
1.20
LT-4
1LR
-41
5.87
464.
6168
3.9
E-1
200
mm
8826
.31.
62H
DP
E-H
AB
AN
A0.
015,
467.
85.
93.
670
1.37
01.
202.
00
LT-4
2LR
-42
36.6
250
1.23
740.
1E
-120
0 m
m14
61.
21.
48H
DP
E-H
AB
AN
A0.
011,
168.
34.
41.
370
1.19
52.
002.
78
LT-4
3LR
-43
501.
2374
0.1
E-1
200
mm
243
1.2
1.48
HD
PE
-HA
BA
NA
0.01
1,16
8.3
5.0
1.19
50.
904
2.78
3.47
LT-4
4LR
-44
7.50
508.
7375
1.3
E-1
200
mm
195
1.2
1.5
HD
PE
-HA
BA
NA
0.01
1,16
8.3
5.4
-0.5
76-0
.814
4.95
6.38
LT-4
5LR
-45
508.
7375
1.3
E-1
200
mm
891.
21.
53H
DP
E-H
AB
AN
A0.
011,
168.
36.
6-0
.814
-0.9
166.
384.
89
LT-4
6LR
-46
to O
-1 (P
TAR
)50
8.73
751.
3E
-120
0 m
m71
1.2
1.74
HD
PE
-HA
BA
NA
0.01
1,16
8.3
5.0
-0.9
16-1
.000
4.89
4.97
LT-5
0LR
-50
9.9
9.90
7.4
E-2
00 m
m15
527
.81.
12H
DP
E-H
AB
AN
A0.
0150
.661
.059
.624
55.3
241.
201.
20
LT-5
1LR
-51
9.90
7.4
E-2
00 m
m68
54.4
1.32
HD
PE
-HA
BA
NA
0.01
70.7
56.7
55.3
2451
.624
1.20
1.20
LT-5
2LR
-52
9.90
7.4
E-2
00 m
m64
50.0
1.29
HD
PE
-HA
BA
NA
0.01
67.8
53.0
51.6
2448
.424
1.20
1.20
LT-5
3LR
-53
9.90
7.4
E-2
00 m
m70
40.3
1.22
HD
PE
-HA
BA
NA
0.01
60.9
49.8
48.4
2445
.624
1.20
1.20
LT-5
4LR
-54
9.90
7.4
E-2
00 m
m11
759
.81.
35H
DP
E-H
AB
AN
A0.
0174
.247
.045
.624
38.6
241.
201.
20
LT-5
5LR
-55
9.90
7.4
E-2
00 m
m89
32.8
0.59
HD
PE
-HA
BA
NA
0.01
54.9
40.0
38.6
2435
.724
1.20
1.20
LT-5
6LR
-56
15.1
925
.09
17.7
E-2
00 m
m11
035
.51.
54H
DP
E-H
AB
AN
A0.
0157
.137
.135
.724
31.8
241.
201.
20
LT-5
7LR
-57
24.5
49.5
932
.9E
-400
mm
105
1.0
0.81
HD
PE
-HA
BA
NA
0.01
56.8
33.2
31.6
5731
.553
1.20
4.30
LT-5
8LR
-58
49.5
932
.9E
-400
mm
113
30.0
0.81
HD
PE
-HA
BA
NA
0.01
311.
536
.231
.553
28.1
574.
301.
20
LT-5
9LR
-59
to L
R-6
49.5
932
.9E
-400
mm
115
1.0
0.81
HD
PE
-HA
BA
NA
0.01
56.8
29.7
28.1
5728
.042
1.20
5.42
LT-6
0LR
-60
10.1
310
.13
16.8
E-2
50 m
m20
61.
70.
78H
DP
E-H
AB
AN
A0.
0121
.450
.849
.329
48.9
841.
251.
20
LT-6
1LR
-61
10.1
316
.8E
-250
mm
239
4.2
0.77
HD
PE
-HA
BA
NA
0.01
33.9
50.4
48.5
0047
.500
1.68
2.68
LT-6
2LR
-62
9.36
19.4
930
.5E
-250
mm
226
23.3
1.59
HD
PE
-HA
BA
NA
0.01
80.0
50.4
47.5
0042
.229
2.68
1.25
LT-6
3LR
-63
19.4
930
.5E
-250
mm
167
49.1
1.02
HD
PE
-HA
BA
NA
0.01
116.
043
.742
.229
34.0
291.
251.
25
LT-6
4LR
-64
8.17
27.6
657
E-3
15 m
m83
30.1
1.96
HD
PE
-HA
BA
NA
0.01
166.
435
.534
.029
31.5
291.
201.
20
LT-6
5LR
-65
11.6
439
.30
57E
-315
mm
251
17.1
1.72
HD
PE
-HA
BA
NA
0.01
125.
533
.031
.529
27.2
291.
201.
20
Cro
ssin
gS
torm
Dra
in
Table A10-15-17Results_LMP_ColectorTable A1015LMP_LeftSewer
2/3
2004/4/26
Tab
le A
10.1
5 Se
wer
Des
ign
- Luy
ano
Lef
t Col
ecto
rP
ipe
Labe
lU
p N
ode
Incr
emen
tA
rea
(Ain
cr),
ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
lFl
ow,
L/s
Siz
eLe
ngth
,m
Slo
pe (S
),m
/km
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
ffici
ent
(n)
Full
Flow
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rtLe
vel
(ILup
),m
Dow
nstre
amIn
vert
Leve
l(IL
dn),
m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
LT-6
6LR
-66
12.4
2fro
m L
T-86
88.8
211
5.7
E-6
30 m
m97
1.0
0.87
HD
PE
-HA
BA
NA
0.01
185.
928
.726
.965
26.8
681.
208.
60
LT-6
7LR
-67
88.8
211
5.7
E-6
30 m
m34
91.
01.
08H
DP
E-H
AB
AN
A0.
0118
5.9
36.0
26.8
6826
.519
8.60
5.95
LT-6
8LR
-68
10.2
999
.11
139.
6E
-800
mm
120
1.0
1.1
HD
PE
-HA
BA
NA
0.01
349.
733
.026
.376
26.2
565.
9510
.07
LT-6
9LR
-69
99.1
113
9.6
E-8
00 m
m20
531
.91.
26H
DP
E-H
AB
AN
A0.
011,
974.
137
.026
.256
19.7
2210
.07
1.20
LT-7
0LR
-70
4.11
103.
2214
8.9
E-8
00 m
m19
713
.21.
05H
DP
E-H
AB
AN
A0.
011,
271.
921
.619
.722
17.1
221.
201.
20
LT-7
1LR
-71
17.0
412
0.26
186.
1E
-800
mm
123
1.0
1.2
HD
PE
-HA
BA
NA
0.01
349.
719
.017
.122
16.9
991.
201.
32
LT-7
2LR
-72
120.
2618
6.1
E-8
00 m
m33
019
.41.
19H
DP
E-H
AB
AN
A0.
011,
540.
119
.016
.999
10.5
981.
322.
32
LT-7
3LR
-73
1.42
to L
R-1
818
5.99
313.
6E
-800
mm
121
7.2
2H
DP
E-H
AB
AN
A0.
0194
0.9
13.6
10.5
989.
722
2.32
1.20
LT-8
0LR
-80
7.90
7.90
13.3
E-2
00 m
m17
827
.61.
33H
DP
E-H
AB
AN
A0.
0150
.462
.060
.624
55.7
241.
201.
20
LT-8
1LR
-81
7.90
13.3
E-2
00 m
m13
625
.11.
3H
DP
E-H
AB
AN
A0.
0148
.057
.155
.724
52.3
241.
201.
20
LT-8
2LR
-82
7.90
13.3
E-2
00 m
m12
025
.90.
77H
DP
E-H
AB
AN
A0.
0148
.853
.752
.324
49.2
241.
201.
20
LT-8
3LR
-83
8.67
16.5
726
.3E
-200
mm
134
82.4
2.19
HD
PE
-HA
BA
NA
0.01
87.0
50.6
49.2
2438
.224
1.20
1.20
LT-8
4LR
-84
12.9
129
.48
44.2
E-2
50 m
m14
635
.72
HD
PE
-HA
BA
NA
0.01
99.0
39.6
38.1
8432
.984
1.20
1.20
LT-8
5LR
-85
29.4
844
.2E
-250
mm
146
20.5
1.75
HD
PE
-HA
BA
NA
0.01
75.0
34.4
32.9
8429
.984
1.20
1.20
LT-8
6LR
-86
7.62
to L
R-6
637
.10
54.2
E-3
15 m
m15
117
.91.
71H
DP
E-H
AB
AN
A0.
0112
8.4
31.4
29.9
2927
.229
1.20
1.20
LT-9
0LR
-90
10.0
010
.00
32.9
E-4
00 m
m21
11.
00.
81H
DP
E-H
AB
AN
A0.
0156
.851
.049
.457
49.2
461.
201.
91
LT-9
1LR
-91
10.0
032
.9E
-400
mm
260
61.5
0.81
HD
PE
-HA
BA
NA
0.01
445.
651
.549
.246
33.2
571.
911.
20
LT-9
2LR
-92
11.4
721
.47
64.9
E-4
00 m
m29
843
.61.
09H
DP
E-H
AB
AN
A0.
0137
5.3
34.8
33.2
5720
.257
1.20
1.20
LT-9
3LR
-93
14.3
335
.80
101.
1E
-400
mm
160
17.2
1.96
HD
PE
-HA
BA
NA
0.01
235.
921
.820
.257
17.5
001.
201.
46
LT-9
4LR
-94
35.8
010
1.1
E-4
00 m
m12
213
.51.
85H
DP
E-H
AB
AN
A0.
0120
8.5
19.3
17.5
0015
.857
1.46
1.20
LT-9
5LR
-95
35.8
010
1.1
E-4
00 m
m22
013
.51.
85H
DP
E-H
AB
AN
A0.
0120
8.5
17.4
15.8
5712
.901
1.20
1.86
LT-9
6LR
-96
35.8
010
1.1
E-5
00 m
m11
48.
21.
22H
DP
E-H
AB
AN
A0.
0129
1.2
15.1
12.9
0111
.970
1.77
1.20
LT-9
7LR
-97
11.8
947
.69
129.
3E
-500
mm
114
8.8
1.41
HD
PE
-HA
BA
NA
0.01
301.
813
.611
.973
10.9
731.
201.
20
LT-9
8LR
-98
16.6
2to
LR
-73
64.3
116
5.1
E-6
30 m
m12
41.
01.
21H
DP
E-H
AB
AN
A0.
0118
5.9
12.6
10.8
6510
.741
1.20
2.32
LT-1
00LR
-100
13.4
413
.44
41.4
E-2
50 m
m17
225
.21.
79H
DP
E-H
AB
AN
A0.
0183
.129
.027
.584
23.2
501.
202.
53
LT-1
01LR
-101
13.4
441
.4E
-250
mm
229
35.7
1.95
HD
PE
-HA
BA
NA
0.01
98.9
26.0
23.2
5015
.084
2.53
1.20
LT-1
02LR
-102
13.4
441
.4E
-315
mm
114
19.3
1.59
HD
PE
-HA
BA
NA
0.01
133.
216
.515
.030
12.8
301.
201.
20
LT-1
03LR
-103
13.4
441
.4E
-315
mm
8619
.81.
6H
DP
E-H
AB
AN
A0.
0113
4.8
14.3
12.8
3011
.130
1.20
1.20
LT-1
04LR
-104
13.4
441
.4E
-315
mm
708.
61.
33H
DP
E-H
AB
AN
A0.
0188
.712
.611
.129
10.5
291.
201.
20
LT-1
05LR
-105
to L
R-2
613
.44
91.8
E-4
00 m
m11
220
.81.
98H
DP
E-H
AB
AN
A0.
0125
9.0
12.0
10.4
578.
140
1.20
1.32
Table A10-15-17Results_LMP_ColectorTable A1015LMP_LeftSewer
3/3
2004/4/26
Tab
le A
10.1
6 D
esig
n Fl
ows -
Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Man
hole
Sub
-di
stric
tA
rea
Cum
ulat
ive
Are
aP
opul
atio
nC
umul
ativ
eP
opul
atio
nE
quiv
alen
tP
opul
atio
n
Cum
ulat
ive
Equ
ival
ent
Pop
ulat
ion
Ave
rage
Flow
Cum
ulat
ive
Ave
rage
Flow
Infil
tratio
nC
umul
ativ
eIn
filtra
tion
Hou
rlyP
eak
Fact
or
Hou
rlyM
axim
umW
aste
wat
erFl
owha
ham
3/d
m3/
dm
3/d
m3/
dL/
sL/
sm
3/d
LMP
- Col
ecto
r Est
eE
R-1
E2
4.23
4.23
277
277
277
277
8989
66
4.09
34.
31.
311
3E
R-4
E2
12.1
916
.42
798
1,07
579
81,
075
257
346
1622
3.77
915
.45.
143
7E
R-8
E2
7.01
23.4
345
91,
534
459
1,53
414
849
49
313.
672
21.4
7.2
624
ER
-10
E2
14.6
038
.03
956
2,49
195
62,
491
308
802
1950
3.51
033
.211
.71,
012
ER
-14
E2
5.74
78.4
437
65,
137
376
5,13
712
11,
654
810
33.
234
63.1
24.2
2,08
8E
R-1
7E
22.
2710
1.36
149
6,73
014
96,
780
482,
183
313
53.
120
80.4
31.9
2,75
4E
R-1
8E
214
7.20
9,73
20
9,78
20
3,15
00
195
46.0
3,97
4E
R-1
9E
26.
4816
6.34
424
10,9
8542
411
,036
137
3,55
48
220
2.91
212
2.3
51.9
4,48
4E
R-2
1E
23.
5416
9.88
232
11,2
1723
211
,268
753,
628
522
42.
903
124.
553
.04,
578
ER
-23
E4
4.27
174.
1540
211
,619
444
11,7
1214
33,
771
823
22.
886
128.
755
.14,
758
ER
-24
211.
1815
,102
15,5
655,
012
302
73.1
6,31
7E
R-2
526
2.70
19,9
4720
,926
6,73
939
92.
633
210.
098
.28,
485
ER
-26
B2
8.67
271.
3781
420
,761
940
21,8
6630
37,
042
1641
52.
614
217.
810
2.6
8,86
5E
R-2
9B
26.
5828
9.78
617
22,4
9171
423
,818
230
7,67
012
450
2.57
723
4.0
111.
79,
654
ER
-30
B2
3.71
293.
4934
822
,839
402
24,2
2013
07,
800
745
72.
569
237.
211
3.6
9,81
6E
R-3
1B
22.
0145
3.02
189
40,0
0021
844
,757
7014
,412
480
02.
310
394.
620
9.4
18,0
94E
R-3
2B
310
3.90
770.
989,
600
71,9
009,
600
77,5
953,
092
24,9
8619
21,
438
2.09
362
1.9
363.
731
,421
to P
TAR
ER
-40
E2
25.4
025
.40
1,66
31,
663
1,66
31,
663
536
536
3333
3.64
723
.07.
867
6E
R-4
8E
29.
2734
.67
607
2,27
160
72,
271
195
731
1245
3.54
230
.510
.792
3to
ER
-14
ER
-100
E1-
E2
1.92
1.92
217
217
268
268
8686
44
4.09
94.
11.
210
8E
1-E
21.
923.
8412
634
312
639
340
127
37
4.02
66.
01.
815
9E
R-1
03E
211
.22
15.0
673
51,
078
735
1,12
823
736
315
223.
766
16.1
5.3
457
ER
-107
E2
5.59
20.6
536
61,
444
366
1,49
411
848
17
293.
681
20.8
7.0
606
to E
R-1
7E
R-6
0E
25.
525.
5236
236
236
236
211
611
67
74.
043
5.5
1.7
147
ER
-63
E2
2.27
7.79
149
510
149
510
4816
43
103.
970
7.7
2.4
207
ER
-63
E2
14.8
922
.68
975
1,48
597
51,
485
314
478
2030
3.68
320
.77.
060
4E
R-6
5E
23.
5626
.24
233
1,71
923
31,
719
7555
35
343.
636
23.7
8.1
698
ER
-67
E2
5.68
31.9
237
22,
090
372
2,09
012
067
37
423.
571
28.3
9.8
850
ER
-68
E2
9.52
41.4
462
32,
714
623
2,71
420
187
412
543.
479
35.8
12.8
1,10
3E
R-7
1E
24.
4045
.84
288
3,00
228
83,
002
9396
76
603.
442
39.2
14.1
1,22
0to
ER
-18
Dai
ly M
axim
umW
aste
wat
er F
low
Tabl
eA10
-14-
16_A
porte
sLM
P :
Tabl
e A
1016
LMP
_Rig
ht1/
320
04/4
/26
Tab
le A
10.1
6 D
esig
n Fl
ows -
Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Man
hole
Sub
-di
stric
tA
rea
Cum
ulat
ive
Are
aP
opul
atio
nC
umul
ativ
eP
opul
atio
nE
quiv
alen
tP
opul
atio
n
Cum
ulat
ive
Equ
ival
ent
Pop
ulat
ion
Ave
rage
Flow
Cum
ulat
ive
Ave
rage
Flow
Infil
tratio
nC
umul
ativ
eIn
filtra
tion
Hou
rlyP
eak
Fact
or
Hou
rlyM
axim
umW
aste
wat
erFl
owha
ham
3/d
m3/
dm
3/d
m3/
dL/
sL/
sm
3/d
Dai
ly M
axim
umW
aste
wat
er F
low
ER
-80
E2
12.6
612
.66
829
829
829
829
267
267
1717
3.85
112
.13.
933
7to
ER
-19
SR
-1E
48.
888.
8883
583
592
492
429
829
817
173.
822
13.4
4.3
374
SR
-3E
41.
8710
.75
176
1,01
119
51,
119
6336
04
203.
768
15.9
5.2
453
SR
-4E
49.
7920
.54
921
1,93
21,
019
2,13
732
868
818
393.
563
28.8
10.0
865
SR
-5E
410
.51
31.0
598
92,
920
1,09
43,
231
352
1,04
120
583.
415
41.8
15.1
1,30
7S
R-6
E4
5.98
37.0
356
23,
483
622
3,85
320
01,
241
1170
3.34
848
.918
.01,
559
to E
R-2
4S
R-2
0E
415
.61
15.6
11,
468
1,46
81,
624
1,62
452
352
329
293.
654
22.5
7.6
657
SR
-26
E4
8.60
24.2
180
92,
277
895
2,51
928
881
116
463.
506
33.4
11.8
1,01
9S
R-2
7E
411
.64
35.8
51,
095
3,37
21,
211
3,73
039
01,
201
2267
3.36
047
.517
.51,
509
SR
-27
E4
5.62
41.4
752
93,
901
585
4,31
518
81,
390
1178
3.30
454
.020
.21,
746
SR
-27
E4
2.57
44.0
424
24,
142
267
4,58
386
1,47
65
833.
280
57.0
21.5
1,85
4S
R-2
8E
47.
4851
.52
704
4,84
677
85,
361
251
1,72
614
973.
217
65.4
25.1
2,16
9to
ER
-25
SR
-40
E4
4.32
4.32
406
406
450
450
145
145
88
3.99
86.
82.
118
2S
R-4
4E
45.
9910
.31
563
970
623
1,07
320
134
511
193.
780
15.3
5.0
434
SR
-46
B2
1.52
11.8
314
31,
112
165
1,23
853
399
322
3.73
817
.55.
850
1to
ER
-29
LMP
- Col
ecto
r Nor
teP
umpe
dE
119
.19
19.1
92,
171
2,17
12,
674
2,67
486
186
143
433.
484
35.2
12.5
1,07
7N
R-1
E1
6.19
25.3
870
02,
871
863
3,53
727
81,
139
1457
3.38
145
.216
.51,
424
NR
-3E
15.
4530
.83
616
3,48
775
94,
296
245
1,38
312
703.
305
53.7
20.0
1,73
0E
14.
0734
.90
460
3,94
756
74,
863
183
1,56
69
793.
256
59.9
22.7
1,95
8E
14.
8939
.79
553
4,50
168
15,
545
219
1,78
511
903.
203
67.2
25.8
2,23
3N
R-4
E1
21.4
061
.19
2,42
06,
921
2,98
28,
527
960
2,74
648
138
3.02
397
.739
.73,
433
NR
-5E
120
.03
101.
142,
266
11,4
402,
791
14,0
9489
94,
538
4522
92.
805
150.
065
.75,
675
NR
-8E
112
.76
113.
901,
443
12,8
831,
778
15,8
7257
35,
111
2925
82.
754
165.
974
.06,
391
NR
-12
E3
2.39
116.
2922
413
,107
224
16,0
9672
5,18
34
262
2.74
716
7.8
75.0
6,48
2N
R-1
3E
34.
2012
0.49
393
13,5
0039
316
,490
127
5,30
98
270
2.73
717
1.3
76.9
6,64
1N
R-1
4E
36.
0612
6.55
568
14,0
6856
817
,057
183
5,49
211
281
2.72
217
6.3
79.5
6,87
2N
R-1
4E
36.
5713
3.12
615
14,6
8361
517
,672
198
5,69
012
294
2.70
718
1.7
82.4
7,12
1N
R-1
5B
211
.16
144.
281,
047
15,7
301,
210
18,8
8339
06,
080
2131
52.
678
192.
188
.17,
610
NR
-17
B2
8.36
152.
6478
416
,515
907
19,7
9029
26,
372
1633
02.
657
199.
892
.37,
976
NR
-20
B2
4.88
157.
5245
816
,972
529
20,3
1917
06,
542
933
92.
646
204.
394
.88,
190
to E
R-3
1
Tabl
eA10
-14-
16_A
porte
sLM
P :
Tabl
e A
1016
LMP
_Rig
ht2/
320
04/4
/26
Tab
le A
10.1
6 D
esig
n Fl
ows -
Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Man
hole
Sub
-di
stric
tA
rea
Cum
ulat
ive
Are
aP
opul
atio
nC
umul
ativ
eP
opul
atio
nE
quiv
alen
tP
opul
atio
n
Cum
ulat
ive
Equ
ival
ent
Pop
ulat
ion
Ave
rage
Flow
Cum
ulat
ive
Ave
rage
Flow
Infil
tratio
nC
umul
ativ
eIn
filtra
tion
Hou
rlyP
eak
Fact
or
Hou
rlyM
axim
umW
aste
wat
erFl
owha
ham
3/d
m3/
dm
3/d
m3/
dL/
sL/
sm
3/d
Dai
ly M
axim
umW
aste
wat
er F
low
NR
-30
E1
11.1
711
.17
1,26
31,
263
1,55
71,
557
501
501
2525
3.66
821
.67.
362
7N
R-3
3E
14.
0819
.92
461
2,25
356
92,
776
183
894
945
3.47
136
.412
.91,
118
to N
R-5
NR
-40
E1
4.67
4.67
528
528
651
651
210
210
1111
3.91
39.
63.
026
2to
NR
-33
LMP
- Col
ecto
r Sur
DR
-100
B1
14.8
14.8
01,
542
1,54
21,
607
1,60
751
751
731
313.
658
22.3
7.5
652
DR
-107
B1
13.3
428
.14
1,39
02,
932
1,44
83,
055
466
984
2859
3.43
639
.814
.31,
239
DR
-109
B1
12.3
940
.53
1,29
14,
222
1,34
54,
400
433
1,41
726
843.
296
55.0
20.7
1,78
4D
R-2
B1
8.00
48.5
383
35,
056
868
5,26
828
01,
696
1710
13.
224
64.5
24.7
2,13
7D
R-5
B1
4.06
52.5
942
35,
479
441
5,70
914
21,
838
811
03.
191
69.2
26.8
2,31
5B
12.
1454
.73
223
5,70
223
25,
941
751,
913
411
43.
175
71.6
27.9
2,41
0D
R-9
B1
4.88
59.6
150
86,
210
530
6,47
117
12,
084
1012
43.
139
77.1
30.4
2,62
4D
R-1
1B
13.
2262
.83
335
6,54
535
06,
821
113
2,19
67
131
3.11
780
.732
.02,
766
DR
-12
B1
3.05
139.
5731
814
,540
331
15,1
5110
74,
878
629
12.
774
160.
071
.16,
145
DR
-12
B1
4.68
144.
2548
815
,027
508
15,6
6016
45,
042
1030
12.
759
164.
573
.56,
351
DR
-13
B1
12.6
815
6.93
1,32
116
,348
1,37
717
,036
443
5,48
526
327
2.72
317
6.7
80.0
6,90
9D
R-1
6B
16.
1916
3.12
645
16,9
9367
217
,708
216
5,70
213
340
2.70
618
2.5
83.1
7,18
2D
R-1
9B
10.
3020
1.06
3120
,946
3321
,827
107,
028
141
92.
614
217.
510
2.5
8,85
2D
R-2
0B
113
.00
214.
061,
354
22,3
001,
411
23,2
3845
47,
482
2744
62.
587
229.
210
9.1
9,42
4to
ER
-32
DR
-60
B1
13.1
913
.19
1,37
41,
374
1,43
21,
432
461
461
2727
3.69
420
.06.
758
1D
R-6
5B
17.
1020
.29
740
2,11
477
12,
203
248
709
1542
3.55
329
.710
.389
3D
R-6
9B
14.
3824
.67
456
2,57
047
52,
678
153
862
951
3.48
435
.412
.61,
086
DR
-70
73.6
97,
677
8,00
02,
576
154
3.05
092
.737
.63,
244
to D
R-1
2D
R-8
0B
118
.39
18.3
91,
916
1,91
61,
996
1,99
664
364
338
383.
586
27.1
9.4
810
DR
-86
B1
3.93
22.3
240
92,
325
427
2,42
313
778
08
473.
520
32.3
11.4
983
DR
-88
B1
6.39
28.7
166
62,
991
694
3,11
722
31,
003
1360
3.42
840
.514
.61,
264
DR
-90
B1
3.45
32.1
635
93,
350
375
3,49
112
11,
124
767
3.38
644
.816
.41,
416
DR
-91
B1
4.58
36.7
447
73,
827
497
3,98
816
01,
284
1077
3.33
450
.418
.71,
618
DR
-93
B1
5.84
42.5
860
84,
436
634
4,62
220
41,
488
1289
3.27
657
.521
.71,
875
DR
-96
B1
6.44
49.0
267
15,
107
699
5,32
222
51,
713
1310
23.
220
65.0
25.0
2,15
8to
DR
-70
DR
-50
B1
19.0
119
.01
1,98
01,
980
2,06
42,
064
664
664
4040
3.57
528
.09.
783
7D
R-5
6B
118
.63
37.6
41,
941
3,92
12,
022
4,08
665
11,
316
3978
3.32
551
.519
.21,
657
to D
R-1
9
Tabl
eA10
-14-
16_A
porte
sLM
P :
Tabl
e A
1016
LMP
_Rig
ht3/
320
04/4
/26
Tab
le A
10.1
7 Se
wer
Des
ign
- Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a, (A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
l Flo
w(l/
s)S
ize
Leng
th,
mS
lope
(S),
m/k
m)
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
fffic
ient
(n)
Full
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt(IL
up),
m
Dow
nstre
am
Inve
rtLe
vel (
ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
ET-
1E
R-1
4.23
4.23
4.3
E-2
00 m
m10
8.5
3.4
0.60
HD
PE
-HA
BA
NA
0.01
17.7
5048
.62
48.2
51.
203.
57
ET-
2E
R-2
4.23
4.3
E-2
00 m
m19
1.5
3.4
0.60
HD
PE
-HA
BA
NA
0.01
17.7
5248
.25
47.6
3.57
4.22
ET-
3E
R-3
4.23
4.3
E-2
00 m
m59
.53.
40.
62H
DP
E-H
AB
AN
A0.
0117
.752
47.6
47.4
4.22
3.43
ET-
4E
R-4
12.1
916
.42
15.4
E-2
00 m
m20
0.5
10.8
1.13
HD
PE
-HA
BA
NA
0.01
31.5
5135
.53
33.3
615
.29
1.36
ET-
5E
R-5
16.4
215
.4E
-200
mm
53.5
10.0
1.11
HD
PE
-HA
BA
NA
0.01
30.3
34.9
33.3
632
.82
1.36
1.20
ET-
6E
R-6
16.4
215
.4E
-200
mm
58.5
10.7
1.12
HD
PE
-HA
BA
NA
0.01
31.3
34.2
29.2
128
.58
4.81
1.24
ET-
7E
R-7
16.4
215
.4E
-250
mm
111.
58.
60.
80H
DP
E-H
AB
AN
A0.
0148
.630
28.5
827
.62
1.20
3.16
ET-
8E
R-8
7.01
23.4
321
.4E
-250
mm
104
16.4
1.31
HD
PE
-HA
BA
NA
0.01
67.1
3127
.62
25.9
13.
161.
87
ET-
9E
R-9
23.4
321
.4E
-250
mm
3310
.00.
88H
DP
E-H
AB
AN
A0.
0152
.428
25.9
125
.58
1.87
1.20
ET-
10E
R-1
014
.638
.03
33.2
E-2
50 m
m99
16.0
1.50
HD
PE
-HA
BA
NA
0.01
66.2
2725
.58
241.
201.
98
ET-
11E
R-1
138
.03
33.2
E-2
50 m
m21
6.5
11.3
1.39
HD
PE
-HA
BA
NA
0.01
55.7
26.2
21.7
519
.34.
231.
48
ET-
12E
R-1
238
.03
33.2
E-2
50 m
m17
1.5
12.4
1.42
HD
PE
-HA
BA
NA
0.01
58.4
2119
.317
.16
1.48
1.62
ET-
13E
R-1
338
.03
33.2
E-2
50 m
m15
814
.31.
08H
DP
E-H
AB
AN
A0.
0162
.619
17.1
614
.91
1.62
1.88
ET-
14E
R-1
45.
74fro
m E
T-59
78.4
463
.1E
-400
mm
175
10.0
1.50
HD
PE
-HA
BA
NA
0.01
179.
717
14.9
113
.16
1.75
1.20
ET-
15E
R-1
578
.44
63.1
E-4
00 m
m12
910
.01.
50H
DP
E-H
AB
AN
A0.
0117
9.7
14.7
11.3
510
.06
3.01
1.20
ET-
16E
R-1
678
.44
63.1
E-4
00 m
m15
9.5
12.6
1.13
HD
PE
-HA
BA
NA
0.01
201.
411
.66.
654.
654.
601.
61
ET-
17E
R-1
72.
27fro
m E
T-10
810
1.36
80.4
E-4
00 m
m10
4.5
21.7
1.21
HD
PE
-HA
BA
NA
0.01
264.
46.
64.
652.
391.
612.
67
ET-
18E
R-1
8fro
m E
T-72
147.
211
9.6
E-5
00 m
m13
73.
01.
37H
DP
E-H
AB
AN
A0.
0117
6.5
5.4
2.39
1.97
2.59
2.40
ET-
19E
R-1
96.
48fro
m E
T-84
166.
3412
2.3
E-6
30 m
m11
43.
01.
32H
DP
E-H
AB
AN
A0.
0132
24.
81.
971.
632.
293.
03
ET-
20E
R-2
016
6.34
122.
3E
-630
mm
212
4.4
1.31
HD
PE
-HA
BA
NA
0.01
390.
95.
21.
630.
73.
032.
77
ET-
21E
R-2
13.
5416
9.88
124.
5E
-630
mm
4313
.31.
81H
DP
E-H
AB
AN
A0.
0167
8.7
40.
70.
122.
771.
34
ET-
22E
R-2
216
9.88
124.
5E
-800
mm
41.5
1.0
0.82
HD
PE
-HA
BA
NA
0.01
349.
72
-3.2
0-3
.25
4.52
4.57
Rio
Mar
tinP
ere z
ET-
23E
R-2
34.
2717
4.15
128.
7E
-800
mm
921.
00.
77H
DP
E-H
AB
AN
A0.
0134
9.7
2-3
.25
-3.3
44.
577.
26
ET-
24E
R-2
4fro
m S
T-6
211.
1817
7.6
E-8
00 m
m22
71.
01.
18H
DP
E-H
AB
AN
A0.
0134
9.7
4.6
-3.3
4-3
.57
7.26
8.49
ET-
25E
R-2
5fro
m S
T-31
262.
7021
0.0
E-8
00 m
m12
1.5
1.0
0.99
HD
PE
-HA
BA
NA
0.01
349.
75.
6-3
.71
-3.8
38.
639.
65
ET-
26E
R-2
68.
6727
1.37
217.
8E
-800
mm
130.
51.
01.
02H
DP
E-H
AB
AN
A0.
0134
9.7
6.5
-3.8
3-3
.96
9.65
10.6
8
ET-
27E
R-2
727
1.37
217.
8E
-800
mm
981.
01.
01H
DP
E-H
AB
AN
A0.
0134
9.7
7.4
-3.9
6-4
.06
10.6
811
.68
ET-
28E
R-2
827
1.37
217.
8E
-800
mm
88.5
1.0
0.98
HD
PE
-HA
BA
NA
0.01
349.
78.
3-4
.06
-4.1
511
.68
12.1
7
ET-
29E
R-2
96.
58fro
m S
T-46
289.
7823
4.0
E-8
00 m
m19
1.5
1.0
1.05
HD
PE
-HA
BA
NA
0.01
349.
78.
7-4
.15
-4.3
412
.17
14.1
6
ET-
30E
R-3
03.
7129
3.49
237.
2E
-800
mm
205.
51.
11.
24H
DP
E-H
AB
AN
A0.
0136
7.5
10.5
-4.3
4-4
.57
14.1
611
.29
ET-
31E
R-3
12.
01fro
m N
T-20
453.
0239
4.6
E-1
000
mm
247.
51.
01.
07H
DP
E-H
AB
AN
A0.
0164
17.
4-5
.47
-5.7
212
.02
11.1
7D
rop
Man
hole
ET-
32E
R-3
210
3.9
from
DT-
2177
0.98
621.
9E
-120
0 m
m41
6.5
1.0
1.33
HD
PE
-HA
BA
NA
0.01
1,06
6.50
6.3
-5.7
2-6
.13
10.9
910
.10
Table A10-15-17Results_LMP_ColectorTable A1017LMP_RightSewer
1/6
2004/4/26
Tab
le A
10.1
7 Se
wer
Des
ign
- Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a, (A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
l Flo
w(l/
s)S
ize
Leng
th,
mS
lope
(S),
m/k
m)
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
fffic
ient
(n)
Full
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt(IL
up),
m
Dow
nstre
am
Inve
rtLe
vel (
ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
ET-
33E
R-3
377
0.98
621.
9E
-120
0 m
m28
1.5
1.0
1.33
HD
PE
-HA
BA
NA
0.01
1,06
6.50
5-6
.13
-6.4
110
.10
8.78
ET-
34E
R-3
477
0.98
621.
9E
-120
0 m
m27
9.5
1.0
1.36
HD
PE
-HA
BA
NA
0.01
1,06
6.50
3.4
-6.4
1-6
.69
8.78
10.6
6
ET-
35E
R-3
5to
O-
1(PT
AR
)77
0.98
621.
9E
-120
0 m
m88
.51.
01.
60H
DP
E-H
AB
AN
A0.
011,
066.
505
-6.6
9-6
.78
10.6
610
.75
ET-
40E
R-4
025
.40
25.4
023
.0E
-400
mm
134.
51.
10.
60H
DP
E-H
AB
AN
A0.
0159
.541
39.5
339
.38
1.13
6.28
ET-
41E
R-4
125
.40
23.0
E-4
00 m
m17
0.5
1.1
0.60
HD
PE
-HA
BA
NA
0.01
59.5
4639
.38
39.1
96.
288.
46
ET-
42E
R-4
225
.40
23.0
E-4
00 m
m12
0.5
1.1
0.60
HD
PE
-HA
BA
NA
0.01
59.5
4839
.19
39.0
68.
4613
.60
ET-
43E
R-4
325
.40
23.0
E-4
00 m
m17
41.
10.
60H
DP
E-H
AB
AN
A0.
0159
.553
39.0
638
.87
13.6
07.
79
ET-
44E
R-4
425
.40
23.0
E-4
00 m
m14
91.
10.
60H
DP
E-H
AB
AN
A0.
0159
.547
38.8
738
.71
7.79
7.95
ET-
45E
R-4
525
.40
23.0
E-4
00 m
m14
11.
10.
60H
DP
E-H
AB
AN
A0.
0159
.547
38.7
138
.55
7.95
2.90
ET-
46E
R-4
625
.40
23.0
E-4
00 m
m10
91.
10.
68H
DP
E-H
AB
AN
A0.
0159
.541
.838
.55
38.4
32.
904.
22
ET-
47E
R-4
725
.40
23.0
E-4
00 m
m72
.52.
10.
67H
DP
E-H
AB
AN
A0.
0182
.243
38.4
338
.28
4.22
5.38
ET-
48E
R-4
89.
2734
.67
30.5
E-4
00 m
m15
11.
00.
80H
DP
E-H
AB
AN
A0.
0156
.844
38.2
838
.13
5.38
7.53
ET-
49E
R-4
934
.67
30.5
E-4
00 m
m76
32.2
1.58
HD
PE
-HA
BA
NA
0.01
322.
546
38.1
335
.68
7.53
3.97
ET-
50E
R-5
034
.67
30.5
E-4
00 m
m12
2.5
10.0
1.21
HD
PE
-HA
BA
NA
0.01
179.
740
35.6
834
.46
3.97
1.20
ET-
51E
R-5
134
.67
30.5
E-4
00 m
m23
74.
20.
80H
DP
E-H
AB
AN
A0.
0111
6.7
3634
.46
33.4
61.
201.
20
ET-
52E
R-5
234
.67
30.5
E-4
00 m
m16
51.
00.
80H
DP
E-H
AB
AN
A0.
0156
.835
33.4
633
.29
1.20
6.37
ET-
53E
R-5
334
.67
30.5
E-4
00 m
m25
48.
21.
16H
DP
E-H
AB
AN
A0.
0116
3.2
4033
.29
31.2
6.37
1.46
ET-
54E
R-5
434
.67
30.5
E-4
00 m
m27
420
.71.
42H
DP
E-H
AB
AN
A0.
0125
8.6
3331
.225
.52
1.46
4.13
ET-
55E
R-5
534
.67
30.5
E-4
00 m
m20
6.5
10.0
0.80
HD
PE
-HA
BA
NA
0.01
179.
730
25.5
223
.46
4.13
1.20
ET-
56E
R-5
634
.67
30.5
E-4
00 m
m12
91.
00.
80H
DP
E-H
AB
AN
A0.
0156
.825
23.4
623
.33
1.20
1.23
ET-
57E
R-5
734
.67
30.5
E-4
00 m
m17
125
.61.
50H
DP
E-H
AB
AN
A0.
0128
7.4
24.9
23.3
318
.95
1.23
4.60
ET-
58E
R-5
834
.67
30.5
E-4
00 m
m19
9.5
12.2
1.26
HD
PE
-HA
BA
NA
0.01
198.
123
.918
.95
16.5
34.
601.
63
ET-
59E
R-5
9to
ER
-14
34.6
730
.5E
-400
mm
107
15.1
0.78
HD
PE
-HA
BA
NA
0.01
221.
118
.516
.53
14.9
11.
631.
75
ET-
60E
R-6
05.
525.
525.
5E
-200
mm
157.
510
.10.
82H
DP
E-H
AB
AN
A0.
0130
.518
11.7
10.1
16.
121.
21
ET-
61E
R-6
15.
525.
5E
-200
mm
48.5
23.4
0.98
HD
PE
-HA
BA
NA
0.01
46.4
11.5
10.1
18.
971.
211.
85
ET-
62E
R-6
25.
525.
5E
-200
mm
105
10.5
0.49
HD
PE
-HA
BA
NA
0.01
31.1
118.
977.
871.
851.
25
ET-
63E
R-6
317
.16
22.6
820
.7E
-250
mm
104.
510
.01.
22H
DP
E-H
AB
AN
A0.
0152
.49.
37.
876.
821.
211.
16
ET-
64E
R-6
422
.68
20.7
E-2
50 m
m90
.58.
81.
05H
DP
E-H
AB
AN
A0.
0149
.28.
26.
826.
021.
161.
16
ET-
65E
R-6
53.
5626
.24
23.7
E-2
50 m
m12
69.
51.
13H
DP
E-H
AB
AN
A0.
0151
7.4
6.02
4.83
1.16
1.25
ET-
66E
R-6
626
.24
23.7
E-3
15 m
m10
6.5
1.9
0.79
HD
PE
-HA
BA
NA
0.01
41.5
6.3
4.83
4.63
1.20
1.20
ET-
67E
R-6
75.
6831
.92
28.3
E-3
15 m
m12
8.5
6.0
0.82
HD
PE
-HA
BA
NA
0.01
74.3
6.1
4.63
3.86
1.20
1.27
ET-
68E
R-6
89.
5241
.44
35.8
E-5
00 m
m75
1.0
0.84
HD
PE
-HA
BA
NA
0.01
101.
95.
43.
863.
781.
121.
49
Table A10-15-17Results_LMP_ColectorTable A1017LMP_RightSewer
2/6
2004/4/26
Tab
le A
10.1
7 Se
wer
Des
ign
- Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a, (A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
l Flo
w(l/
s)S
ize
Leng
th,
mS
lope
(S),
m/k
m)
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
fffic
ient
(n)
Full
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt(IL
up),
m
Dow
nstre
am
Inve
rtLe
vel (
ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
ET-
69E
R-6
941
.44
35.8
E-5
00 m
m13
15.
50.
83H
DP
E-H
AB
AN
A0.
0123
9.7
5.7
3.78
3.06
1.49
1.12
ET-
70E
R-7
041
.44
35.8
E-5
00 m
m97
1.0
0.63
HD
PE
-HA
BA
NA
0.01
101.
94.
63.
062.
961.
121.
21
ET-
71E
R-7
14.
4045
.84
39.2
E-5
00 m
m10
71.
00.
86H
DP
E-H
AB
AN
A0.
0110
1.9
4.6
2.96
2.85
1.21
1.82
ET-
72E
R-7
2to
ER
-18
45.8
439
.2E
-500
mm
845.
60.
78H
DP
E-H
AB
AN
A0.
0124
0.5
5.1
2.85
2.39
1.82
2.59
ET-
80E
R-8
012
.66
12.6
612
.1E
-200
mm
124
10.0
1.03
HD
PE
-HA
BA
NA
0.01
30.3
19.7
15.8
614
.62
3.66
1.20
ET-
81E
R-8
112
.66
12.1
E-2
00 m
m11
216
.81.
15H
DP
E-H
AB
AN
A0.
0139
.316
8.74
6.86
7.08
1.96
ET-
82E
R-8
212
.66
12.1
E-2
00 m
m19
3.5
10.0
1.03
HD
PE
-HA
BA
NA
0.01
30.3
96.
864.
921.
961.
20
ET-
83E
R-8
312
.66
12.1
E-2
00 m
m15
6.5
7.0
0.95
HD
PE
-HA
BA
NA
0.01
25.4
6.3
4.92
3.82
1.20
1.20
ET-
84E
R-8
4to
ER
-19
12.6
612
.1E
-200
mm
153.
512
.10.
69H
DP
E-H
AB
AN
A0.
0133
.35.
23.
821.
971.
202.
65
ET-
100
ER
-100
3.84
3.84
6.0
E-2
00 m
m81
.510
.00.
84H
DP
E-H
AB
AN
A0.
0130
.332
.425
.94
25.1
26.
281.
20
ET-
101
ER
-101
3.84
6.0
E-2
00 m
m15
0.5
10.0
0.65
HD
PE
-HA
BA
NA
0.01
30.3
26.5
18.8
317
.32
7.49
1.20
ET-
102
ER
-102
3.84
6.0
E-2
00 m
m27
.52.
70.
65H
DP
E-H
AB
AN
A0.
0115
.618
.717
.32
17.2
51.
201.
27
ET-
103
ER
-103
11.2
215
.06
16.1
E-2
00 m
m10
4.5
10.0
0.92
HD
PE
-HA
BA
NA
0.01
30.3
18.7
14.8
713
.82
3.65
1.20
ET-
104
ER
-104
15.0
616
.1E
-250
mm
543.
70.
92H
DP
E-H
AB
AN
A0.
0131
.915
.213
.82
13.6
21.
161.
16
ET-
105
ER
-105
15.0
616
.1E
-250
mm
117
10.3
1.13
HD
PE
-HA
BA
NA
0.01
53.2
1510
.99
9.78
3.79
1.20
ET-
106
ER
-106
15.0
616
.1E
-250
mm
4312
.80.
83H
DP
E-H
AB
AN
A0.
0159
.211
.29.
789.
231.
202.
55
ET-
107
ER
-107
5.59
20.6
520
.8E
-250
mm
105
18.8
1.34
HD
PE
-HA
BA
NA
0.01
71.8
129.
237.
262.
552.
12
ET-
108
ER
-108
to E
R-1
720
.65
20.8
E-2
50 m
m20
7.5
12.6
0.78
HD
PE
-HA
BA
NA
0.01
58.7
9.6
7.26
4.65
2.12
1.74
NT-
1N
R-1
25.3
825
.38
45.2
E-3
15 m
m15
0.5
10.0
1.41
HD
PE
-HA
BA
NA
0.01
95.9
9.5
7.79
6.28
1.44
1.15
NT-
2N
R-2
25.3
845
.2E
-315
mm
151.
511
.41.
04H
DP
E-H
AB
AN
A0.
0110
2.3
7.7
3.3
1.57
4.13
1.36
NT-
3N
R-3
14.4
139
.79
67.2
E-6
30 m
m11
8.5
1.0
0.71
HD
PE
-HA
BA
NA
0.01
185.
93.
21.
571.
451.
091.
41
NT-
4N
R-4
21.4
061
.19
97.7
E-6
30 m
m22
4.5
1.5
0.85
HD
PE
-HA
BA
NA
0.01
226.
33.
41.
451.
121.
413.
34
NT-
5N
R-5
20.0
3fro
m N
T-34
101.
1415
0.0
E-8
00 m
m89
.51.
00.
93H
DP
E-H
AB
AN
A0.
0134
9.7
51.
121.
033.
203.
19
NT-
6N
R-6
101.
1415
0.0
E-8
00 m
m19
1.5
1.0
0.93
HD
PE
-HA
BA
NA
0.01
349.
74.
91.
030.
843.
194.
58
NT-
7N
R-7
101.
1415
0.0
E-8
00 m
m12
31.
00.
89H
DP
E-H
AB
AN
A0.
0134
9.7
6.1
0.84
0.72
4.58
4.10
NT-
8N
R-8
12.7
611
3.9
165.
9E
-800
mm
106
1.0
0.96
HD
PE
-HA
BA
NA
0.01
349.
75.
50.
720.
614.
103.
41
NT-
9N
R-9
113.
916
5.9
E-8
00 m
m12
51.
00.
96H
DP
E-H
AB
AN
A0.
0134
9.7
4.7
0.61
0.49
3.41
2.64
NT-
10N
R-1
011
3.9
165.
9E
-800
mm
871.
00.
96H
DP
E-H
AB
AN
A0.
0134
9.7
3.8
0.49
0.40
2.64
2.62
NT-
11N
R-1
111
3.9
165.
9E
-800
mm
961.
00.
96H
DP
E-H
AB
AN
A0.
0134
9.7
3.7
0.40
0.30
2.62
2.52
NT-
12N
R-1
22.
3911
6.29
167.
8E
-800
mm
101.
51.
01.
17H
DP
E-H
AB
AN
A0.
0134
9.7
3.5
0.30
0.20
2.52
1.32
NT-
13N
R-1
34.
212
0.49
171.
3E
-800
mm
135.
51.
10.
77H
DP
E-H
AB
AN
A0.
0136
1.1
2.2
-4.0
0-4
.23
5.52
6.45
Rio
Mar
tin P
ere z
NT-
14N
R-1
412
.63
133.
1218
1.7
E-8
00 m
m27
9.5
1.0
1.18
HD
PE
-HA
BA
NA
0.01
349.
72.
9-4
.23
-4.4
16.
456.
73
Table A10-15-17Results_LMP_ColectorTable A1017LMP_RightSewer
3/6
2004/4/26
Tab
le A
10.1
7 Se
wer
Des
ign
- Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a, (A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
l Flo
w(l/
s)S
ize
Leng
th,
mS
lope
(S),
m/k
m)
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
fffic
ient
(n)
Full
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt(IL
up),
m
Dow
nstre
am
Inve
rtLe
vel (
ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
NT-
15N
R-1
511
.16
144.
2819
2.1
E-8
00 m
m20
01.
00.
99H
DP
E-H
AB
AN
A0.
0134
9.7
3-4
.41
-4.7
66.
736.
48
NT-
16N
R-1
614
4.28
192.
1E
-800
mm
139.
51.
00.
97H
DP
E-H
AB
AN
A0.
0134
9.7
2.4
-4.7
6-4
.90
6.48
6.72
NT-
17N
R-1
78.
3615
2.64
199.
8E
-800
mm
120
1.0
1.00
HD
PE
-HA
BA
NA
0.01
349.
72.
5-4
.9-5
.02
6.72
10.9
4
NT-
18N
R-1
815
2.64
199.
8E
-800
mm
511.
01.
00H
DP
E-H
AB
AN
A0.
0134
9.7
6.6
-5.0
2-5
.07
10.9
410
.99
NT-
19N
R-1
915
2.64
199.
8E
-800
mm
431.
00.
99H
DP
E-H
AB
AN
A0.
0134
9.7
6.6
-5.0
7-5
.11
10.9
910
.43
NT-
20N
R-2
04.
88to
ER
-31
157.
5220
4.3
E-8
00 m
m18
6.5
1.0
1.11
HD
PE
-HA
BA
NA
0.01
349.
76
-5.1
1-5
.47
10.4
312
.19
NT-
30N
R-3
011
.17
11.1
721
.6E
-315
mm
118.
51.
10.
76H
DP
E-H
AB
AN
A0.
0132
.316
.915
.43
15.2
91.
201.
33
NT-
31N
R-3
111
.17
21.6
E-3
15 m
m14
617
.71.
29H
DP
E-H
AB
AN
A0.
0112
7.6
16.9
11.1
98.
65.
442.
32
NT-
32N
R-3
211
.17
21.6
E-3
15 m
m15
7.5
18.3
0.79
HD
PE
-HA
BA
NA
0.01
129.
511
.28.
65.
732.
322.
50
NT-
33N
R-3
34.
08fro
m N
T-43
19.9
236
.4E
-315
mm
140
10.5
1.34
HD
PE
-HA
BA
NA
0.01
98.4
8.5
5.73
4.25
2.50
1.27
NT-
34N
R-3
4to
NR
-519
.92
36.4
E-3
15 m
m72
.510
.01.
32H
DP
E-H
AB
AN
A0.
0195
.95.
84.
253.
531.
271.
20
NT-
40N
R-4
04.
674.
679.
6E
-250
mm
175
1.9
0.60
HD
PE
-HA
BA
NA
0.01
2318
.517
.08
16.7
51.
203.
34
NT-
41N
R-4
14.
679.
6E
-250
mm
53.5
1.9
0.68
HD
PE
-HA
BA
NA
0.01
2320
.316
.75
16.6
43.
345.
54
NT-
42N
R-4
24.
679.
6E
-250
mm
88.5
7.4
0.87
HD
PE
-HA
BA
NA
0.01
45.1
22.4
16.6
415
.98
5.54
1.20
NT-
43N
R-4
3to
NR
-33
4.67
9.6
E-2
50 m
m17
6.5
17.7
0.56
HD
PE
-HA
BA
NA
0.01
69.6
17.4
8.85
5.73
8.33
2.55
ST-
1S
R-1
8.88
8.88
13.4
E-2
00 m
m17
0.5
10.0
0.88
HD
PE
-HA
BA
NA
0.01
30.3
118.
166.
462.
661.
37
ST-
2S
R-2
8.88
13.4
E-2
50 m
m21
64.
00.
76H
DP
E-H
AB
AN
A0.
0133
.38
6.46
5.58
1.33
1.20
ST-
3S
R-3
1.87
10.7
515
.9E
-315
mm
197
1.7
0.64
HD
PE
-HA
BA
NA
0.01
39.6
75.
585.
251.
157.
28
ST-
4S
R-4
9.79
20.5
428
.8E
-315
mm
234.
53.
30.
88H
DP
E-H
AB
AN
A0.
0154
.712
.85.
254.
487.
281.
64
ST-
5S
R-5
10.5
131
.05
41.8
E-3
15 m
m15
5.5
10.5
0.96
HD
PE
-HA
BA
NA
0.01
98.1
6.4
4.48
2.86
1.64
1.27
ST-
6S
R-6
5.98
to E
R-2
437
.03
48.9
E-4
00 m
m20
3.5
3.2
0.91
HD
PE
-HA
BA
NA
0.01
102.
14.
42.
862.
21.
202.
06
ST-
20S
R-2
015
.61
15.6
122
.5E
-250
mm
119
10.0
1.25
HD
PE
-HA
BA
NA
0.01
52.4
5347
.81
46.6
24.
971.
16
ST-
21S
R-2
115
.61
22.5
E-2
50 m
m14
3.5
10.0
1.25
HD
PE
-HA
BA
NA
0.01
52.4
4833
.06
31.6
214
.72
1.16
ST-
22S
R-2
215
.61
22.5
E-2
50 m
m57
10.0
1.25
HD
PE
-HA
BA
NA
0.01
52.4
3328
.09
27.5
24.
691.
16
ST-
23S
R-2
315
.61
22.5
E-2
50 m
m16
610
.01.
25H
DP
E-H
AB
AN
A0.
0152
.428
.923
.28
21.6
25.
401.
16
ST-
24S
R-2
415
.61
22.5
E-2
50 m
m12
1.5
10.3
1.26
HD
PE
-HA
BA
NA
0.01
53.2
2319
.24
17.9
83.
541.
20
ST-
25S
R-2
515
.61
22.5
E-3
15 m
m21
44.
30.
83H
DP
E-H
AB
AN
A0.
0163
.119
.417
.98
17.0
61.
151.
27
ST-
26S
R-2
68.
6024
.21
33.4
E-4
00 m
m18
83.
00.
82H
DP
E-H
AB
AN
A0.
0197
.818
.617
.06
16.5
1.20
3.46
ST-
27S
R-2
719
.83
44.0
457
.0E
-400
mm
183.
513
.91.
13H
DP
E-H
AB
AN
A0.
0121
220
.314
.29
11.7
45.
661.
92
ST-
28S
R-2
87.
4851
.52
65.4
E-4
00 m
m10
815
.21.
66H
DP
E-H
AB
AN
A0.
0122
1.4
1411
.74
10.1
1.92
1.76
ST-
29S
R-2
951
.52
65.4
E-4
00 m
m74
33.0
2.00
HD
PE
-HA
BA
NA
0.01
326.
312
.210
.17.
661.
762.
90
ST-
30S
R-3
051
.52
65.4
E-4
00 m
m70
39.1
2.08
HD
PE
-HA
BA
NA
0.01
355.
210
.97.
664.
922.
903.
23
Table A10-15-17Results_LMP_ColectorTable A1017LMP_RightSewer
4/6
2004/4/26
Tab
le A
10.1
7 Se
wer
Des
ign
- Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a, (A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
l Flo
w(l/
s)S
ize
Leng
th,
mS
lope
(S),
m/k
m)
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
fffic
ient
(n)
Full
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt(IL
up),
m
Dow
nstre
am
Inve
rtLe
vel (
ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
ST-
31S
R-3
1to
ER
-25
51.5
265
.4E
-400
mm
86.5
10.0
1.51
HD
PE
-HA
BA
NA
0.01
179.
78.
54.
924.
063.
231.
20
ST-
40S
R-4
04.
324.
326.
8E
-200
mm
64.5
10.0
0.87
HD
PE
-HA
BA
NA
0.01
30.3
3533
.37
32.7
21.
451.
20G
EF
ST-
41S
R-4
14.
326.
8E
-200
mm
174
10.0
0.87
HD
PE
-HA
BA
NA
0.01
30.3
34.1
25.1
623
.42
8.76
1.20
GE
FS
T-42
SR
-42
4.32
6.8
E-2
00 m
m82
10.0
0.87
HD
PE
-HA
BA
NA
0.01
30.3
24.8
20.8
420
.02
3.78
1.20
GE
FS
T-43
SR
-43
4.32
6.8
E-2
00 m
m84
.510
.00.
87H
DP
E-H
AB
AN
A0.
0130
.321
.417
.47
16.6
23.
751.
20G
EF
ST-
44S
R-4
45.
9910
.31
15.3
E-2
00 m
m58
.510
.01.
10H
DP
E-H
AB
AN
A0.
0130
.318
15.2
114
.62
2.61
1.20
GE
FS
T-45
SR
-45
10.3
115
.3E
-200
mm
143.
510
.01.
10H
DP
E-H
AB
AN
A0.
0130
.316
12.0
610
.62
3.76
1.20
GE
FS
T-46
SR
-46
1.52
to E
R-2
911
.83
17.5
E-2
50 m
m18
810
.01.
15H
DP
E-H
AB
AN
A0.
0152
.412
9.2
7.32
2.58
1.16
DT-
1D
R-1
from
DT-
109
40.5
355
.0E
-400
mm
402
4.2
1.20
HD
PE
-HA
BA
NA
0.01
116.
814
.112
.56
10.8
61.
201.
20G
EF
DT-
2D
R-2
8.00
48.5
364
.5E
-400
mm
882.
00.
20H
DP
E-H
AB
AN
A0.
0195
3.2
12.4
10.8
610
.69
1.20
3.67
GE
FD
T-3
DR
-348
.53
64.5
E-5
00 m
m51
1.0
0.75
HD
PE
-HA
BA
NA
0.01
101.
914
.710
.69
10.6
33.
594.
34G
EF
DT-
4D
R-4
48.5
364
.5E
-500
mm
200
1.0
0.91
HD
PE
-HA
BA
NA
0.01
101.
915
.410
.63
10.4
34.
341.
24G
EF
DT-
5D
R-5
6.20
54.7
371
.6E
-500
mm
110
7.8
1.42
HD
PE
-HA
BA
NA
0.01
285.
112
.110
.43
9.57
1.24
1.20
GE
FD
T-6
DR
-654
.73
71.6
E-5
00 m
m12
9.5
6.2
1.35
HD
PE
-HA
BA
NA
0.01
253.
311
.29.
578.
771.
201.
20G
EF
DT-
7D
R-7
54.7
371
.6E
-500
mm
643.
41.
21H
DP
E-H
AB
AN
A0.
0118
8.9
10.4
8.77
8.55
1.20
1.22
GE
FD
T-8
DR
-854
.73
71.6
E-5
00 m
m48
10.0
1.10
HD
PE
-HA
BA
NA
0.01
322.
210
.28.
558.
071.
221.
20G
EF
DT-
9D
R-9
4.88
59.6
177
.1E
-500
mm
165.
52.
41.
15H
DP
E-H
AB
AN
A0.
0115
8.4
9.7
8.07
7.67
1.20
1.20
GE
FD
T-10
DR
-10
59.6
177
.1E
-500
mm
397.
71.
04H
DP
E-H
AB
AN
A0.
0128
2.6
9.3
7.67
7.37
1.20
1.20
GE
FD
T-11
DR
-11
3.22
62.8
380
.7E
-500
mm
232.
51.
50.
84H
DP
E-H
AB
AN
A0.
0112
3.3
97.
377.
031.
202.
74G
EF
DT-
12D
R-1
27.
73fro
m D
T-71
144.
2516
4.5
E-6
30 m
m12
0.5
2.2
1.33
HD
PE
-HA
BA
NA
0.01
274.
410
.27.
036.
772.
632.
49G
EF
DT-
13D
R-1
312
.68
156.
9317
6.7
E-6
30 m
m90
.511
.41.
94H
DP
E-H
AB
AN
A0.
0162
7.2
9.8
6.77
5.74
2.49
1.32
GE
FD
T-14
DR
-14
156.
9317
6.7
E-6
30 m
m11
5.5
10.0
1.88
HD
PE
-HA
BA
NA
0.01
587.
97.
65.
744.
591.
321.
20G
EF
DT-
15D
R-1
515
6.93
176.
7E
-630
mm
107.
58.
71.
21H
DP
E-H
AB
AN
A0.
0154
9.8
6.32
4.59
3.65
1.20
1.20
GE
FD
T-16
DR
-16
6.19
163.
1218
2.5
E-6
30 m
m26
1.0
0.97
HD
PE
-HA
BA
NA
0.01
185.
95.
383.
653.
621.
201.
22G
EF
DT-
17D
R-1
716
3.12
182.
5E
-630
mm
218.
51.
01.
23H
DP
E-H
AB
AN
A0.
0118
5.9
5.37
3.62
3.4
1.22
2.35
GE
FD
T-18
DR
-18
163.
1218
2.5
E-6
30 m
m38
.54.
71.
26H
DP
E-H
AB
AN
A0.
0140
3.7
6.29
3.4
3.22
2.35
3.65
GE
FD
T-19
DR
-19
0.30
from
DT-
5720
1.06
217.
5E
-800
mm
551.
00.
99H
DP
E-H
AB
AN
A0.
0134
9.7
7.4
3.22
3.16
3.50
3.96
GE
FD
T-20
DR
-20
13.0
021
4.06
229.
2E
-800
mm
231.
51.
01.
03H
DP
E-H
AB
AN
A0.
0134
9.7
7.8
3.16
2.93
3.96
7.49
GE
FD
T-21
DR
-21
to E
R-3
221
4.06
229.
2E
-800
mm
231
1.0
1.26
HD
PE
-HA
BA
NA
0.01
349.
711
.12.
932.
77.
492.
92D
T-50
DR
-50
19.0
119
.01
28.0
E-2
00 m
m68
.510
.01.
35H
DP
E-H
AB
AN
A0.
0130
.339
33.3
132
.62
5.51
1.20
GE
FD
T-51
DR
-51
19.0
128
.0E
-200
mm
85.5
10.0
1.35
HD
PE
-HA
BA
NA
0.01
30.3
3426
.28
25.4
27.
541.
20G
EF
DT-
52D
R-5
219
.01
28.0
E-2
00 m
m68
10.0
1.35
HD
PE
-HA
BA
NA
0.01
30.3
26.8
22.6
21.9
24.
021.
20G
EF
DT-
53D
R-5
319
.01
28.0
E-2
00 m
m11
710
.01.
35H
DP
E-H
AB
AN
A0.
0130
.323
.320
.79
19.6
22.
331.
20G
EF
DT-
54D
R-5
419
.01
28.0
E-2
00 m
m13
4.5
20.7
1.59
HD
PE
-HA
BA
NA
0.01
43.6
2113
.67
10.8
97.
152.
63G
EF
DT-
55D
R-5
519
.01
28.0
E-2
00 m
m18
6.5
14.9
1.22
HD
PE
-HA
BA
NA
0.01
3713
.710
.89
8.11
2.63
2.11
GE
FD
T-56
DR
-56
18.6
337
.64
51.5
E-2
50 m
m19
910
.61.
46H
DP
E-H
AB
AN
A0.
0154
10.4
8.11
62.
071.
33G
EF
DT-
57D
R-5
7to
DR
-19
37.6
451
.5E
-400
mm
871.
60.
99H
DP
E-H
AB
AN
A0.
0172
.17.
546
5.86
1.20
1.20
GE
FD
T-60
DR
-60
13.1
913
.19
20.0
E-2
00 m
m11
4.5
14.7
1.31
HD
PE
-HA
BA
NA
0.01
36.7
4539
.87
38.1
94.
951.
73G
EF
DT-
61D
R-6
113
.19
20.0
E-2
00 m
m11
6.5
10.0
1.20
HD
PE
-HA
BA
NA
0.01
30.3
40.1
38.1
937
.02
1.73
1.20
GE
F
Table A10-15-17Results_LMP_ColectorTable A1017LMP_RightSewer
5/6
2004/4/26
Tab
le A
10.1
7 Se
wer
Des
ign
- Luy
ano
Mar
tin P
erez
Rig
ht C
olec
tor
Pip
eLa
bel
Up
Nod
eIn
crem
ent
Are
a, (A
incr
),ha
Bra
nch
Cum
ulat
ive
Are
a (A
tot),
ha
Tota
l Flo
w(l/
s)S
ize
Leng
th,
mS
lope
(S),
m/k
m)
Ave
rage
Vel
ocity
,m
/s
Mat
eria
lM
anni
ngs
Coe
fffic
ient
(n)
Full
Cap
acity
,L/
s
Ups
tream
Gro
und
Ele
vatio
n(G
Lup)
,m
Ups
tream
Inve
rt(IL
up),
m
Dow
nstre
am
Inve
rtLe
vel (
ILdn
),m
Ups
tream
Cov
er,
m
Dow
nstre
amC
over
,m
Rem
arks
DT-
62D
R-6
213
.19
20.0
E-2
00 m
m11
5.5
9.5
1.19
HD
PE
-HA
BA
NA
0.01
29.6
38.4
37.0
235
.92
1.20
1.20
GE
FD
T-63
DR
-63
13.1
920
.0E
-200
mm
124.
510
.80.
98H
DP
E-H
AB
AN
A0.
0131
.537
.328
.57
27.2
38.
551.
29G
EF
DT-
64D
R-6
413
.19
20.0
E-3
15 m
m11
5.5
1.2
0.64
HD
PE
-HA
BA
NA
0.01
3328
.727
.23
27.0
91.
201.
64G
EF
DT-
65D
R-6
57.
1020
.29
29.7
E-3
15 m
m65
8.7
0.83
HD
PE
-HA
BA
NA
0.01
89.2
2927
.09
26.5
31.
641.
20G
EF
DT-
66D
R-6
620
.29
29.7
E-3
15 m
m62
.51.
00.
83H
DP
E-H
AB
AN
A0.
0130
.428
26.5
326
.47
1.20
2.06
GE
FD
T-67
DR
-67
20.2
929
.7E
-315
mm
108.
510
.01.
24H
DP
E-H
AB
AN
A0.
0195
.928
.819
.61
18.5
38.
911.
20G
EF
DT-
68D
R-6
820
.29
29.7
E-3
15 m
m13
516
.10.
97H
DP
E-H
AB
AN
A0.
0112
1.8
2016
.28
14.1
3.45
2.03
GE
FD
T-69
DR
-69
4.38
24.6
735
.4E
-315
mm
117
19.0
0.91
HD
PE
-HA
BA
NA
0.01
132.
316
.414
.111
.87
2.03
2.26
GE
FD
T-70
DR
-70
from
DT-
9773
.69
92.7
E-5
00 m
m17
49.
71.
60H
DP
E-H
AB
AN
A0.
0131
7.3
14.4
11.8
710
.18
2.10
1.89
GE
FD
T-71
DR
-71
to D
R-1
273
.69
92.7
E-5
00 m
m16
119
.61.
08H
DP
E-H
AB
AN
A0.
0145
0.8
12.5
10.1
87.
031.
892.
74G
EF
DT-
80D
R-8
018
.39
18.3
927
.1E
-315
mm
61.5
1.0
0.81
HD
PE
-HA
BA
NA
0.01
30.7
53.5
52.0
351
.97
1.20
1.56
GE
FD
T-81
DR
-81
18.3
927
.1E
-315
mm
144.
510
.01.
21H
DP
E-H
AB
AN
A0.
0195
.953
.849
.17
47.7
34.
351.
20G
EF
DT-
82D
R-8
218
.39
27.1
E-3
15 m
m18
0.5
10.0
1.21
HD
PE
-HA
BA
NA
0.01
95.9
49.2
41.8
340
.03
7.09
1.20
GE
FD
T-83
DR
-83
18.3
927
.1E
-315
mm
57.5
10.0
1.21
HD
PE
-HA
BA
NA
0.01
95.9
41.5
38.8
38.2
32.
421.
20G
EF
DT-
84D
R-8
418
.39
27.1
E-3
15 m
m58
10.0
1.21
HD
PE
-HA
BA
NA
0.01
95.9
39.7
35.7
135
.13
3.72
1.20
GE
FD
T-85
DR
-85
18.3
927
.1E
-315
mm
113.
57.
70.
83H
DP
E-H
AB
AN
A0.
0184
36.6
35.1
334
.26
1.20
1.27
GE
FD
T-86
DR
-86
3.93
22.3
232
.3E
-400
mm
521.
00.
82H
DP
E-H
AB
AN
A0.
0156
.835
.834
.26
34.2
11.
202.
05G
EF
DT-
87D
R-8
722
.32
32.3
E-4
00 m
m48
.510
.01.
23H
DP
E-H
AB
AN
A0.
0117
9.7
36.6
29.9
429
.46
6.31
1.20
GE
FD
T-88
DR
-88
6.39
28.7
140
.5E
-400
mm
4310
.01.
31H
DP
E-H
AB
AN
A0.
0117
9.7
3125
.49
25.0
65.
171.
20G
EF
DT-
89D
R-8
928
.71
40.5
E-4
00 m
m12
310
.01.
02H
DP
E-H
AB
AN
A0.
0117
9.7
26.6
22.4
921
.26
3.77
1.20
GE
FD
T-90
DR
-90
3.45
32.1
644
.8E
-400
mm
82.5
6.1
1.05
HD
PE
-HA
BA
NA
0.01
139.
922
.821
.26
20.7
61.
201.
20G
EF
DT-
91D
R-9
14.
5836
.74
50.4
E-4
00 m
m79
7.6
0.99
HD
PE
-HA
BA
NA
0.01
156.
622
.320
.76
20.1
61.
201.
20G
EF
DT-
92D
R-9
236
.74
50.4
E-4
00 m
m13
01.
60.
81H
DP
E-H
AB
AN
A0.
0172
.921
.720
.16
19.9
41.
203.
71G
EF
DT-
93D
R-9
35.
8442
.58
57.5
E-5
00 m
m13
81.
00.
92H
DP
E-H
AB
AN
A0.
0110
1.9
2419
.94
19.8
13.
631.
37G
EF
DT-
94D
R-9
442
.58
57.5
E-5
00 m
m15
4.5
10.0
0.92
HD
PE
-HA
BA
NA
0.01
322.
221
.617
.82
16.2
73.
351.
20G
EF
DT-
95D
R-9
542
.58
57.5
E-5
00 m
m11
7.5
1.0
0.92
HD
PE
-HA
BA
NA
0.01
101.
917
.916
.27
16.1
61.
202.
02G
EF
DT-
96D
R-9
66.
4449
.02
65.0
E-5
00 m
m12
410
.00.
96H
DP
E-H
AB
AN
A0.
0132
2.2
18.6
13.2
111
.97
4.96
1.20
GE
FD
T-97
DR
-97
to D
R-7
049
.02
65.0
E-5
00 m
m10
2.5
1.0
0.83
HD
PE
-HA
BA
NA
0.01
101.
913
.611
.97
11.8
71.
202.
10G
EF
DT-
100
DR
-100
14.8
14.8
22.3
E-2
50 m
m14
68.
41.
15H
DP
E-H
AB
AN
A0.
0148
3533
.53
32.3
1.25
4.08
GE
FD
T-10
1D
R-1
0114
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.3E
-250
mm
110.
510
.01.
19H
DP
E-H
AB
AN
A0.
0152
.436
.623
.23
22.1
313
.15
1.25
GE
FD
T-10
2D
R-1
0214
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.3E
-250
mm
5110
.01.
19H
DP
E-H
AB
AN
A0.
0152
.423
.619
.54
19.0
33.
841.
25G
EF
DT-
103
DR
-103
14.8
22.3
E-3
15 m
m13
110
.01.
14H
DP
E-H
AB
AN
A0.
0195
.920
.516
.54
15.2
33.
691.
20G
EF
DT-
104
DR
-104
14.8
22.3
E-3
15 m
m40
.59.
90.
83H
DP
E-H
AB
AN
A0.
0195
.316
.715
.23
14.8
31.
201.
20G
EF
DT-
105
DR
-105
14.8
22.3
E-4
00 m
m50
1.1
0.65
HD
PE
-HA
BA
NA
0.01
6016
.314
.83
14.7
71.
131.
38G
EF
DT-
106
DR
-106
14.8
22.3
E-4
00 m
m14
31.
60.
64H
DP
E-H
AB
AN
A0.
0172
.316
.514
.77
14.5
41.
383.
22G
EF
DT-
107
DR
-107
13.3
428
.14
39.8
E-4
00 m
m44
12.6
1.37
HD
PE
-HA
BA
NA
0.01
201.
718
.114
.54
13.9
93.
224.
67G
EF
DT-
108
DR
-108
28.1
439
.8E
-400
mm
9310
.00.
98H
DP
E-H
AB
AN
A0.
0117
9.7
1913
.99
13.0
64.
671.
20G
EF
DT-
109
DR
-109
12.3
9to
DR
-140
.53
55.0
E-5
00 m
m12
24.
11.
04H
DP
E-H
AB
AN
A0.
0120
6.3
14.6
13.0
612
.56
1.12
1.12
GE
F
Table A10-15-17Results_LMP_ColectorTable A1017LMP_RightSewer
6/6
2004/4/26
Table 10.18 Design Flows - Luyano Arriba ColectorManhole West Colector ActPop E-Pop CumE-Pop Av. Flow CumAvgFlow Infilt CumInfil PF HourMax
ha m3/d m3/d m3/d m3/d L/sOR-1 C7 13.11 525 525 525 169 169 11 11 3.963 7.9OR-4 C7 26.45 1,060 1,060 1,585 341 510 21 32 3.662 22.0
OR-10 C7 31.00 1,242 1,242 2,827 400 910 25 57 3.464 37.2OR-13 C7 20.74 831 831 3,658 268 1,178 17 73 3.368 46.8OR-15 C7 24.22 970 970 4,629 313 1,491 19 93 3.276 57.6OR-22 C7 19.25 771 771 5,400 248 1,739 15 108 3.214 65.9
C7 134.77 5,400 5,400 1,739 108OR-25 C6 8.5 1,587 1,623 7,023 523 2,262 32 140 3.105 82.9
South ColectorSR-1 C6 8.17 1,526 1,560 8,583 502 2,764 31 170 3.020 98.6SR-8 C6 6.16 1,150 1,176 9,759 379 3,143 23 193 2.965 110.1
SR-10 C6 8.55 1,597 1,632 11,391 526 3,668 32 225 2.898 125.6SR-11 C6 17.9 3,342 3,418 14,809 1,100 4,769 67 292 2.784 157.0SR-15 C6 8.65 1,615 1,651 16,460 532 5,300 32 324 2.738 171.7SR-16 C6 5.65 1,055 1,079 17,539 347 5,648 21 345 2.710 181.1SR-17 C6 4.37 816 834 18,373 269 5,916 16 362 2.690 188.4SR-20 C6 1.67 312 319 18,692 103 6,019 6 368 2.682 191.1
C6 69.62 13,000 13,292 4,280 260
SR-21 C5 4.24 407 407 19,099 131 6,150 8 376 2.673 194.6SR-24 C5 13.62 1,307 1,307 20,406 421 6,571 26 402 2.644 205.7
SR-30 C1 7.13 925 946 946 305 305 18 18 3.815 13.7SR-33 C1 16.63 2,156 2,207 3,153 711 1,015 43 62 3.424 40.9SR-36 C1 3.50 454 464 3,618 150 1,165 9 71 3.372 46.3SR-39 C1 10.57 1,371 1,403 5,020 452 1,616 27 98 3.243 61.8
SR-39 C5 19.86 1,906 1,906 6,926 614 2,230 38 136 3.111 81.9SR-45 C5 10.69 1,026 1,026 7,952 330 2,561 21 157 3.053 92.3SR-28 C5 16.2 1,555 1,555 29,912 501 9,632 31 590 2.478 283.1
C5 64.61 6,200 6,200 1,997 124
SR-28 C4 1.17 208 208 30,120 67 9,699 4 594 2.476 284.8
Manhole East Colector
ER-30 C1 8.06 1,045 1,070 1,070 344 344 21 21 3.781 15.3ER-36 C1 11.43 1,482 1,517 2,586 488 833 30 51 3.496 34.3ER-39 C1 16.80 2,178 2,229 4,816 718 1,550 44 94 3.260 59.6ER-42 C1 8.83 1,145 1,172 5,988 377 1,928 23 117 3.172 72.1ER-45 C1 2.67 346 354 6,342 114 2,042 7 124 3.148 75.8ER-49 C1 1.47 191 195 6,537 63 2,105 4 128 3.135 77.8
ER-60 C1 5.95 772 790 790 254 254 15 15 3.864 11.5ER-63 C1 9.24 1,198 1,226 2,016 395 649 24 39 3.583 27.4ER-66 C1 7.43 963 986 3,002 317 966 19 59 3.442 39.2ER-69 C1 0.76 99 101 3,103 32 999 2 61 3.430 40.4
ER-80 C1 8.28 1,074 1,099 1,099 354 354 21 21 3.773 15.7
ER-53 C1 0.92 119 122 10,861 39 3,497 2 212 2.919 120.6 ER-54 C1 2.18 283 289 11,150 93 3,590 6 218 2.908 123.3
C1 121.85 15,800 16,170 5,206 316
ER-1 C2 3.74 701 701 701 226 226 14 14 3.894 10.3A C2 2.57 482 482 1,183 155 381 10 24 3.752 16.8B C2 6.72 1,259 1,259 2,442 406 786 25 49 3.517 32.6C C2 6.71 1,257 1,257 3,699 405 1,191 25 74 3.364 47.2
ER-6 C2 1.4 262 262 3,962 84 1,276 5 79 3.337 50.2ER-7 C2 2.66 499 499 4,460 161 1,436 10 89 3.291 55.7ER-8 C2 2.88 540 540 5,000 174 1,610 11 100 3.245 61.6
C2 26.68 5,000 5,000 1,610 100
ER-9 C3 1.78 200 200 16,350 64 5,264 4 322 2.741 170.7ER-11 C3 20.47 2,299 2,299 18,649 740 6,005 46 368 2.683 190.7ER-11 C3 3.27 367 367 19,016 118 6,123 7 375 2.674 193.8ER-14 C3 8.46 950 950 19,967 306 6,429 19 394 2.653 202.0ER-15 C3 12.6 1,415 1,415 21,382 456 6,885 28 423 2.623 213.9ER-16 C3 10.29 1,156 1,156 22,538 372 7,257 23 446 2.600 223.5ER-19 C3 4.56 512 512 23,050 165 7,422 10 456 2.591 227.8
C3 61.43 6,900 6,900 2,222 138
ER-22 C4 5.01 890 890 32,342 287 10,414 18 642 2.445 302.1
North Colector
NR-10 C4 10.59 1,882 1,882 1,882 606 606 38 38 3.606 25.7NR-14 C4 5.74 1,020 1,020 2,902 329 935 20 58 3.455 38.0
TableA10-18-20-22_AportesLuArribaMPArribaTadeo : 10_18_LU-Arriba 1/2 2004/4/26
Table 10.18 Design Flows - Luyano Arriba ColectorManhole West Colector ActPop E-Pop CumE-Pop Av. Flow CumAvgFlow Infilt CumInfil PF HourMax
ha m3/d m3/d m3/d m3/d L/sNR-17 C4 5.42 963 963 3,866 310 1,245 19 77 3.347 49.1
NR-1 C4 4.58 814 814 814 262 262 16 16 3.856 11.9F C4 2.67 475 475 1,289 153 415 9 26 3.726 18.2
NR-5 C4 8.28 1,472 1,472 2,760 474 889 29 55 3.473 36.4NR-6 C4 4.4 782 782 3,542 252 1,141 16 71 3.380 45.4
G C4 2.91 517 517 4,059 167 1,307 10 81 3.328 51.3NR-8 C4 2.68 476 476 4,536 153 1,461 10 91 3.284 56.6
C4 53.45 9,500 9,500 3,059 190
LU-Arriba1,C2,C3,C4,C5,C6,C7
Area 766.6 haPopulation 61,800Average wastewater f 21,349 m3/dOverall equivalent pop 62,462Maximum hourly flow 0.521 L/s
Sub-distric Area Population E-Pop Avg. Flow Infilt Unsewered Sewered Totalha person person m3/d m3/d ha ha ha
C1 175.0 15,800 16,170 5,206 316 53.15 121.85 175.0C2 54.8 5,000 5,000 1,610 100 28.1 26.7 54.8C3 76.3 6,900 6,900 2,222 138 14.9 61.4 76.3C4 105.5 9,500 9,500 3,059 190 52.1 53.5 105.5C5 68.7 6,200 6,200 1,997 124 4.1 64.6 68.7C6 154.6 13,000 13,292 4,280 260 85.0 69.6 154.6C7 131.7 5,400 5,400 1,739 108 -3.1 134.8 131.7
766.6 61,800 62,462 20,113 1,236 181.0 532.4 766.6
TableA10-18-20-22_AportesLuArribaMPArribaTadeo : 10_18_LU-Arriba 2/2 2004/4/26
Tab
le 1
0.19
Se
wer
Des
ign
- Luy
ano
Arr
iba
Col
ecto
rP
ipe
Labe
lU
p N
ode
Ain
cr, h
aB
ranc
hA
tot,
haQ
(l/s
)S
ize
L (m
)S
(m/k
m)
Avg
. v(m
/s)
Mat
eria
lM
anni
ngs
nQ
f (l/s
)U
p. G
rE
lev.
(m)
Up.
Inve
rt(m
)D
n. In
vert
(m)
Up.
Cov
er(m
)D
n. C
over
(m)
ET-
1E
R-1
19.7
419
.74
10.3
200
mm
7010
01.
76H
DP
E0.
009
156.
380
.074
.65
67.7
05.
21.
1E
T-2
ER
-219
.74
10.3
200
mm
9860
.21.
54H
DP
E0.
009
121.
369
.067
.70
61.8
01.
11.
0E
T-3
ER
-319
.74
10.3
200
mm
7652
.61.
48H
DP
E0.
009
113.
463
.061
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57.8
01.
01.
0E
T-4
ER
-419
.74
10.3
200
mm
7567
.11.
58H
DP
E0.
009
128
59.0
57.8
052
.80
1.0
1.0
ET-
5E
R-5
19.7
410
.320
0 m
m14
940
.30.
56H
DP
E0.
009
99.2
54.0
52.8
046
.80
1.0
1.0
ET-
6E
R-6
1.40
21.1
450
.220
0 m
m59
51.3
2.49
HD
PE
0.00
911
1.9
48.0
46.8
043
.80
1.0
1.0
ET-
7E
R-7
2.66
23.8
055
.730
0 m
m17
617
1.19
HD
PE
0.00
919
0.2
45.0
43.7
540
.75
1.0
1.0
ET-
8E
R-8
2.88
26.6
861
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0 m
m38
532
.82.
11H
DP
E0.
009
263.
842
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.75
28.1
31.
06.
6E
T-10
ER
-91.
78E
T-54
112.
4817
0.7
525
mm
565
1.45
Con
c0.
013
317.
235
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27.6
56.
51.
8E
T-11
ER
-10
112.
4817
0.7
525
mm
109
51.
43C
onc
0.01
331
7.2
30.0
27.6
527
.10
1.8
1.4
ET-
12E
R-1
123
.74
136.
2219
3.8
600
mm
725
1.48
Con
c0.
013
452.
929
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.10
26.7
41.
31.
7E
T-13
ER
-12
136.
2219
3.8
600
mm
154
51.
48C
onc
0.01
345
2.9
29.0
26.7
425
.97
1.7
3.4
ET-
14E
R-1
313
6.22
193.
860
0 m
m85
51.
44C
onc
0.01
345
2.9
30.0
25.9
725
.55
3.4
3.9
ET-
15E
R-1
48.
4614
4.68
202.
060
0 m
m11
95
1.49
Con
c0.
013
452.
930
.025
.55
24.9
53.
93.
4E
T-16
ER
-15
12.6
015
7.28
213.
060
0 m
m89
51.
48C
onc
0.01
345
2.9
29.0
24.8
824
.43
3.5
3.0
ET-
17E
R-1
610
.29
167.
5722
3.5
600
mm
875
1.54
Con
c0.
013
452.
928
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24.0
03.
01.
4E
T-18
ER
-17
167.
5722
3.5
600
mm
7321
.12.
08C
onc
0.01
393
1.3
26.0
24.0
022
.47
1.4
0.9
ET-
19E
R-1
816
7.57
223.
560
0 m
m37
51.
52C
onc
0.01
345
2.9
24.0
22.4
722
.28
0.9
4.1
ET-
20E
R-1
94.
5617
2.13
227.
860
0 m
m87
51.
55C
onc
0.01
345
2.9
27.0
22.2
821
.85
4.1
1.5
ET-
21E
R-2
017
2.13
227.
860
0 m
m80
51.
55C
onc
0.01
345
2.9
24.0
21.8
521
.45
1.5
6.9
ET-
22E
R-2
117
2.13
227.
860
0 m
m14
05
1.4
Con
c0.
013
452.
929
.021
.45
20.7
56.
92.
6E
T-23
ER
-22
5.01
NT-
8, N
T-20
224.
4130
2.1
600
mm
575
1.66
Con
c0.
013
452.
924
.020
.75
20.4
72.
63.
9E
T-24
ER
-23
224.
4130
2.1
600
mm
284
51.
68C
onc
0.01
345
2.9
25.0
20.4
719
.05
3.9
6.3
ET-
25E
R-2
422
4.41
302.
160
0 m
m12
658
.72.
91C
onc
0.01
31,
551.
3026
.019
.05
11.6
66.
310
.7E
T-26
ER
-25
ST-
2853
2.38
585.
275
0 m
m43
51.
96C
onc
0.01
382
1.2
23.0
11.5
111
.29
10.7
8.0
O-1
PTA
R53
2.38
20.0
ET-
30E
R-3
08.
068.
0615
.320
0 m
m37
100
1.98
HD
PE
0.00
915
6.3
94.0
92.3
588
.70
1.5
1.1
ET-
31E
R-3
18.
0615
.320
0 m
m14
341
.61.
57H
DP
E0.
009
100.
890
.088
.70
82.7
51.
14.
1E
T-32
ER
-32
8.06
15.3
200
mm
102
100
1.98
HD
PE
0.00
915
6.3
87.0
82.7
572
.60
4.1
1.0
ET-
33E
R-3
38.
0615
.320
0 m
m65
50.
97H
DP
E0.
009
34.9
73.8
72.6
072
.27
1.0
1.5
ET-
34E
R-3
48.
0615
.320
0 m
m81
30.6
1.46
HD
PE
0.00
986
.474
.072
.27
69.8
01.
51.
0E
T-35
ER
-35
8.06
15.3
200
mm
6530
.80.
73H
DP
E0.
009
86.7
71.0
69.8
067
.80
1.0
1.0
ET-
36E
R-3
611
.43
19.4
934
.320
0 m
m20
234
.71.
95H
DP
E0.
009
92.1
69.0
67.8
060
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1.0
1.0
ET-
37E
R-3
719
.49
34.3
200
mm
110
36.5
1.97
HD
PE
0.00
994
.562
.060
.80
56.8
01.
01.
0E
T-38
ER
-38
19.4
934
.320
0 m
m63
482.
11H
DP
E0.
009
108.
358
.056
.80
53.8
01.
01.
0E
T-39
ER
-39
16.8
036
.29
59.6
300
mm
177
19.8
1.84
HD
PE
0.00
920
4.9
55.0
53.7
550
.25
1.0
1.0
ET-
40E
R-4
036
.29
59.6
350
mm
107
51.
32H
DP
E0.
009
149
51.5
50.2
049
.66
1.0
1.0
ET-
41E
R-4
136
.29
59.6
350
mm
685
1.32
HD
PE
0.00
914
951
.049
.66
49.3
21.
06.
3E
T-42
ER
-42
8.83
45.1
272
.135
0 m
m70
51.
40H
DP
E0.
009
149
56.0
49.2
848
.93
6.4
4.7
ET-
43E
R-4
345
.12
72.1
350
mm
176
51.
40H
DP
E0.
009
149
54.0
48.9
348
.05
4.7
1.6
ET-
44E
R-4
445
.12
72.1
350
mm
185
7.6
1.25
HD
PE
0.00
918
3.5
50.0
48.0
546
.65
1.6
1.0
ET-
45E
R-4
52.
6747
.79
75.8
350
mm
208
19.2
1.92
HD
PE
0.00
929
2.2
48.0
46.6
542
.65
1.0
1.0
ET-
46E
R-4
647
.79
75.8
350
mm
325
1.42
HD
PE
0.00
914
944
.042
.65
42.4
91.
05.
2E
T-47
ER
-47
47.7
975
.835
0 m
m44
51.
42H
DP
E0.
009
149
48.0
42.4
942
.27
5.2
5.4
ET-
48E
R-4
847
.79
75.8
350
mm
126
47.8
1.28
HD
PE
0.00
946
0.9
48.0
42.2
736
.27
5.4
6.4
ET-
49E
R-4
91.
47E
T-69
80.9
277
.835
0 m
m57
45.9
2.41
HD
PE
0.00
945
1.5
43.0
36.2
733
.65
6.4
1.0
ET-
50E
R-5
080
.92
77.8
350
mm
130
7.7
1.57
HD
PE
0.00
918
4.8
35.0
33.6
532
.65
1.0
1.0
ET-
51E
R-5
180
.92
77.8
350
mm
6530
.82.
17H
DP
E0.
009
369.
634
.032
.65
30.6
51.
01.
0
TableA10-19-21-23_Results_LuArribaMParribaTadeoLu-Arriba
1/4
2004/4/26
Tab
le 1
0.19
Se
wer
Des
ign
- Luy
ano
Arr
iba
Col
ecto
rP
ipe
Labe
lU
p N
ode
Ain
cr, h
aB
ranc
hA
tot,
haQ
(l/s
)S
ize
L (m
)S
(m/k
m)
Avg
. v(m
/s)
Mat
eria
lM
anni
ngs
nQ
f (l/s
)U
p. G
rE
lev.
(m)
Up.
Inve
rt(m
)D
n. In
vert
(m)
Up.
Cov
er(m
)D
n. C
over
(m)
ET-
52E
R-5
280
.92
77.8
350
mm
112
51.
43H
DP
E0.
009
149
32.0
30.6
530
.09
1.0
4.6
ET-
53E
R-5
30.
9281
.84
120.
652
5 m
m69
51.
30C
onc
0.01
331
7.2
35.0
30.0
629
.72
4.4
8.8
ET-
54E
R-5
42.
1884
.02
123.
352
5 m
m34
45
1.32
Con
c0.
013
317.
239
.029
.72
28.0
08.
86.
5E
R-9
84.0
235
.0E
T-60
ER
-60
5.95
5.95
11.5
200
mm
6744
.81.
47H
DP
E0.
009
104.
654
.052
.70
49.7
01.
11.
1E
T-61
ER
-61
5.95
11.5
200
mm
945
0.89
HD
PE
0.00
934
.951
.049
.70
49.2
31.
18.
6E
T-62
ER
-62
5.95
11.5
200
mm
168
50.
65H
DP
E0.
009
34.9
58.0
49.2
348
.39
8.6
1.4
ET-
63E
R-6
39.
2415
.19
27.4
200
mm
195
28.8
1.72
HD
PE
0.00
983
.850
.048
.39
42.8
01.
41.
0E
T-64
ER
-64
15.1
927
.430
0 m
m72
51.
08H
DP
E0.
009
103
44.0
42.7
542
.39
1.0
8.3
ET-
65E
R-6
515
.19
27.4
300
mm
167
21.9
0.86
HD
PE
0.00
921
5.5
51.0
42.3
938
.75
8.3
1.0
ET-
66E
R-6
67.
4322
.62
39.2
300
mm
156
51.
20H
DP
E0.
009
103
40.0
38.7
537
.97
1.0
2.7
ET-
67E
R-6
722
.62
39.2
300
mm
745
1.20
HD
PE
0.00
910
341
.037
.97
37.6
02.
72.
1E
T-68
ER
-68
22.6
239
.230
0 m
m13
66.
31.
07H
DP
E0.
009
115.
640
.037
.60
36.7
52.
11.
0E
T-69
ER
-69
0.76
ET-
8831
.66
40.4
300
mm
775
1.21
HD
PE
0.00
910
338
.036
.75
36.3
61.
06.
3E
R-4
931
.66
43.0
ET-
80E
R-8
08.
288.
2815
.730
0 m
m70
28.6
1.35
HD
PE
0.00
924
6.3
53.0
51.7
049
.70
1.0
1.0
ET-
81E
R-8
18.
2815
.730
0 m
m77
50.
92H
DP
E0.
009
103
51.0
49.7
049
.31
1.0
6.4
ET-
82E
R-8
28.
2815
.730
0 m
m62
50.
92H
DP
E0.
009
103
56.0
49.3
149
.00
6.4
7.7
ET-
83E
R-8
38.
2815
.730
0 m
m89
50.
75H
DP
E0.
009
103
57.0
49.0
048
.56
7.7
7.1
ET-
84E
R-8
48.
2815
.720
0 m
m93
50.
98H
DP
E0.
009
34.9
56.0
48.5
648
.10
7.2
3.7
ET-
85E
R-8
58.
2815
.720
0 m
m84
50.
98H
DP
E0.
009
34.9
52.0
48.1
047
.68
3.7
3.1
ET-
86E
R-8
68.
2815
.720
0 m
m71
50.
98H
DP
E0.
009
34.9
51.0
47.6
847
.33
3.1
1.5
ET-
87E
R-8
78.
2815
.720
0 m
m90
28.3
1.44
HD
PE
0.00
983
.149
.047
.33
44.8
01.
51.
0E
T-88
ER
-88
8.28
15.7
200
mm
115
69.6
1.81
HD
PE
0.00
913
0.4
46.0
44.8
036
.80
1.0
1.0
ER
-69
8.28
38.0
NT-
1N
R-1
7.25
7.25
11.9
200
mm
140
100
1.84
HD
PE
0.00
915
6.3
60.0
53.7
039
.70
6.1
1.1
NT-
2N
R-2
7.25
11.9
200
mm
765
0.90
HD
PE
0.00
934
.941
.039
.70
39.3
21.
16.
2N
T-3
NR
-37.
2511
.920
0 m
m91
5.7
0.93
HD
PE
0.00
937
.445
.739
.32
38.8
06.
21.
0N
T-4
NR
-47.
2511
.920
0 m
m10
775
.10.
77H
DP
E0.
009
135.
540
.038
.80
30.8
01.
01.
0N
T-5
NR
-58.
2815
.53
36.4
250
mm
224
51.
21H
DP
E0.
009
63.4
32.0
30.7
529
.63
1.0
7.1
NT-
6N
R-6
7.31
22.8
445
.430
0 m
m16
55
1.25
HD
PE
0.00
910
337
.029
.58
28.7
57.
11.
9N
T-7
NR
-722
.84
45.4
300
mm
875
1.06
HD
PE
0.00
910
331
.028
.75
28.3
21.
96.
9N
T-8
NR
-82.
6825
.52
56.6
300
mm
457
16.1
1.73
HD
PE
0.00
918
4.6
35.5
28.3
220
.98
6.9
2.7
ER
-22
25.5
224
.0N
T-10
NR
-10
10.5
910
.59
25.7
300
mm
206
51.
06H
DP
E0.
009
103
50.0
48.7
047
.67
1.0
5.0
NT-
11N
R-1
110
.59
25.7
300
mm
149
51.
06H
DP
E0.
009
103
53.0
47.6
746
.93
5.0
4.8
NT-
12N
R-1
210
.59
25.7
300
mm
101
51.
06H
DP
E0.
009
103
52.0
46.9
346
.42
4.8
1.3
NT-
13N
R-1
310
.59
25.7
300
mm
100
26.7
0.83
HD
PE
0.00
923
8.3
48.0
46.4
243
.75
1.3
1.0
NT-
14N
R-1
45.
7416
.33
38.0
300
mm
109
22.9
1.67
HD
PE
0.00
922
0.7
45.0
43.7
541
.25
1.0
1.0
NT-
15N
R-1
516
.33
38.0
300
mm
148
29.1
1.77
HD
PE
0.00
924
8.4
42.5
41.2
536
.95
1.0
1.0
NT-
16N
R-1
616
.33
38.0
300
mm
186
280.
99H
DP
E0.
009
244
38.2
36.9
531
.75
1.0
1.0
NT-
17N
R-1
75.
4221
.75
49.0
300
mm
162
37.2
2.03
HD
PE
0.00
928
0.9
33.0
31.7
525
.75
1.0
1.0
NT-
18N
R-1
821
.75
49.0
300
mm
445
1.28
HD
PE
0.00
910
327
.025
.70
25.4
81.
04.
2N
T-19
NR
-19
21.7
549
.030
0 m
m95
51.
28H
DP
E0.
009
103
30.0
25.4
825
.00
4.2
4.7
NT-
20N
R-2
021
.75
49.0
300
mm
104
38.7
2.05
HD
PE
0.00
928
6.5
30.0
25.0
020
.98
4.7
2.7
ER
-22
21.7
524
.0
TableA10-19-21-23_Results_LuArribaMParribaTadeoLu-Arriba
2/4
2004/4/26
Tab
le 1
0.19
Se
wer
Des
ign
- Luy
ano
Arr
iba
Col
ecto
rP
ipe
Labe
lU
p N
ode
Ain
cr, h
aB
ranc
hA
tot,
haQ
(l/s
)S
ize
L (m
)S
(m/k
m)
Avg
. v(m
/s)
Mat
eria
lM
anni
ngs
nQ
f (l/s
)U
p. G
rE
lev.
(m)
Up.
Inve
rt(m
)D
n. In
vert
(m)
Up.
Cov
er(m
)D
n. C
over
(m)
OT-
1O
R-1
13.1
113
.11
7.9
200
mm
116
51.7
1.37
HD
PE
0.00
911
2.4
80.0
78.7
072
.70
1.1
1.1
OT-
2O
R-2
13.1
17.
920
0 m
m19
346
.21.
33H
DP
E0.
009
106.
374
.072
.70
63.8
01.
11.
0O
T-3
OR
-313
.11
7.9
200
mm
277
21.7
0.57
HD
PE
0.00
972
.865
.063
.80
57.8
01.
01.
0O
T-4
OR
-426
.45
39.5
622
.025
0 m
m22
65
1.04
HD
PE
0.00
963
.459
.057
.80
56.6
71.
06.
1O
T-5
OR
-539
.56
22.0
250
mm
116
50.
91H
DP
E0.
009
63.4
63.0
56.6
756
.09
6.1
1.7
OT-
6O
R-6
39.5
622
.020
0 m
m11
662
.91.
96H
DP
E0.
009
123.
958
.056
.09
48.8
01.
71.
0O
T-7
OR
-739
.56
22.0
200
mm
153
32.8
1.66
HD
PE
0.00
989
.550
.048
.80
43.8
01.
01.
0O
T-8
OR
-839
.56
22.0
200
mm
455
1.09
HD
PE
0.00
934
.945
.043
.80
43.5
71.
01.
2O
T-9
OR
-939
.56
22.0
200
mm
5135
.10.
91H
DP
E0.
009
92.7
45.0
43.5
741
.80
1.2
1.0
OT-
10O
R-1
031
.00
70.5
637
.220
0 m
m47
63.8
2.34
HD
PE
0.00
912
4.9
43.0
41.8
038
.80
1.0
1.0
OT-
11O
R-1
170
.56
37.2
200
mm
154
26.1
1.87
HD
PE
0.00
979
.840
.038
.80
34.8
01.
01.
0O
T-12
OR
-12
70.5
637
.230
0 m
m54
51.
18H
DP
E0.
009
103
36.0
34.7
534
.48
1.0
1.2
OT-
13O
R-1
320
.74
91.3
046
.830
0 m
m25
75
1.26
HD
PE
0.00
910
336
.034
.43
33.1
41.
31.
6O
T-14
OR
-14
91.3
046
.830
0 m
m20
85
1.10
HD
PE
0.00
910
335
.033
.14
32.1
01.
61.
6O
T-15
OR
-15
24.2
211
5.52
57.6
350
mm
115
51.
31H
DP
E0.
009
149
34.0
32.1
031
.53
1.6
5.1
OT-
16O
R-1
611
5.52
57.6
350
mm
148
51.
31H
DP
E0.
009
149
37.0
31.5
330
.79
5.1
4.9
OT-
17O
R-1
711
5.52
57.6
350
mm
485
1.31
HD
PE
0.00
914
936
.030
.79
30.5
54.
93.
1O
T-18
OR
-18
115.
5257
.635
0 m
m79
51.
31H
DP
E0.
009
149
34.0
30.5
530
.16
3.1
1.7
OT-
19O
R-1
911
5.52
57.6
350
mm
6438
.82.
10H
DP
E0.
009
414.
932
.230
.16
27.7
01.
71.
0O
T-20
OR
-20
115.
5257
.635
0 m
m17
235
2.05
HD
PE
0.00
939
4.1
29.0
27.7
021
.70
1.0
1.0
OT-
21O
R-2
111
5.52
57.6
350
mm
182
111.
12H
DP
E0.
009
220.
923
.021
.70
19.7
01.
01.
0O
T-22
OR
-22
19.2
213
4.74
65.9
350
mm
545
1.36
HD
PE
0.00
914
921
.019
.70
19.4
31.
02.
2O
T-23
OR
-23
134.
7465
.935
0 m
m47
51.
36H
DP
E0.
009
149
22.0
19.4
319
.19
2.2
2.5
OT-
24O
R-2
413
4.74
65.9
350
mm
137
51.
36H
DP
E0.
009
149
22.0
19.1
918
.51
2.5
1.1
OT-
25O
R-2
58.
5014
3.24
82.9
350
mm
118
51.
46H
DP
E0.
009
149
20.0
18.4
617
.87
1.2
9.8
OT-
26O
R-2
614
3.24
82.9
350
mm
8128
.42.
17H
DP
E0.
009
354.
828
.017
.87
15.5
89.
810
.1S
R-2
414
3.24
26.0
ST-
1S
R-1
8.17
8.17
98.6
300
mm
118
76.6
3.07
HD
PE
0.00
940
3.3
74.0
72.7
063
.70
1.0
1.0
ST-
2S
R-2
8.17
98.6
300
mm
7268
.72.
99H
DP
E0.
009
382
65.0
63.7
058
.75
1.0
1.0
ST-
3S
R-3
8.17
98.6
300
mm
9360
.22.
88H
DP
E0.
009
357.
660
.058
.75
53.1
51.
01.
0S
T-4
SR
-48.
1798
.630
0 m
m78
312.
43H
DP
E0.
009
256.
454
.453
.15
50.7
51.
01.
0S
T-5
SR
-58.
1798
.630
0 m
m92
65.6
2.95
HD
PE
0.00
937
3.1
52.0
50.7
544
.75
1.0
1.0
ST-
6S
R-6
8.17
98.6
300
mm
5437
2.54
HD
PE
0.00
928
0.4
46.0
44.7
542
.75
1.0
1.0
ST-
7S
R-7
8.17
98.6
350
mm
7540
.32.
51H
DP
E0.
009
422.
844
.042
.75
39.7
50.
90.
9S
T-8
SR
-86.
1614
.33
110.
135
0 m
m97
20.6
1.45
HD
PE
0.00
930
2.5
41.0
39.7
037
.70
1.0
1.0
ST-
9S
R-9
14.3
312
5.6
350
mm
104
28.8
2.50
HD
PE
0.00
935
7.8
39.0
37.7
034
.70
1.0
1.0
ST-
10S
R-1
08.
5522
.88
125.
635
0 m
m12
823
.42.
37H
DP
E0.
009
322.
636
.034
.70
31.7
01.
01.
0S
T-11
SR
-11
17.9
040
.78
157.
052
5 m
m12
65
1.42
Con
c0.
013
317.
233
.031
.54
30.9
20.
95.
6S
T-12
SR
-12
40.7
815
7.0
525
mm
115
11.9
1.42
Con
c0.
013
490.
137
.030
.92
29.5
45.
60.
9S
T-13
SR
-13
40.7
815
7.0
525
mm
485
1.42
Con
c0.
013
317.
231
.029
.54
29.3
00.
92.
2S
T-14
SR
-14
40.7
815
7.0
525
mm
152
18.2
1.38
Con
c0.
013
605.
632
.029
.30
26.5
42.
20.
9S
T-15
SR
-15
8.65
49.4
317
1.7
525
mm
226
26.5
1.44
Con
c0.
013
731
28.0
26.5
420
.54
0.9
0.9
ST-
16S
R-1
65.
6555
.08
181.
152
5 m
m91
22.1
2.02
Con
c0.
013
667
22.0
20.5
418
.54
0.9
0.9
ST-
17S
R-1
74.
3759
.45
188.
460
0 m
m59
51.
46C
onc
0.01
345
2.9
20.0
18.5
418
.25
0.9
4.1
ST-
18S
R-1
859
.45
188.
460
0 m
m16
15
1.46
Con
c0.
013
452.
923
.018
.25
17.4
54.
15.
0S
T-19
SR
-19
59.4
518
8.4
600
mm
107
51.
44C
onc
0.01
345
2.9
23.0
17.4
516
.91
5.0
3.5
ST-
20S
R-2
01.
6761
.12
191.
160
0 m
m12
85
1.45
Con
c0.
013
452.
921
.016
.91
16.2
83.
512
.1S
T-21
SR
-21
4.24
65.3
619
4.6
600
mm
245
1.48
Con
c0.
013
452.
929
.016
.28
16.1
612
.111
.9
TableA10-19-21-23_Results_LuArribaMParribaTadeoLu-Arriba
3/4
2004/4/26
Tab
le 1
0.19
Se
wer
Des
ign
- Luy
ano
Arr
iba
Col
ecto
rP
ipe
Labe
lU
p N
ode
Ain
cr, h
aB
ranc
hA
tot,
haQ
(l/s
)S
ize
L (m
)S
(m/k
m)
Avg
. v(m
/s)
Mat
eria
lM
anni
ngs
nQ
f (l/s
)U
p. G
rE
lev.
(m)
Up.
Inve
rt(m
)D
n. In
vert
(m)
Up.
Cov
er(m
)D
n. C
over
(m)
ST-
22S
R-2
265
.36
194.
660
0 m
m73
51.
48C
onc
0.01
345
2.9
28.7
16.1
615
.79
11.9
9.6
ST-
23S
R-2
365
.36
194.
660
0 m
m65
51.
44C
onc
0.01
345
2.9
26.0
15.7
915
.47
9.6
9.9
ST-
24S
R-2
413
.62
OT-
2622
2.22
205.
760
0 m
m11
85
1.50
Con
c0.
013
452.
926
.015
.47
14.8
89.
94.
5S
T-25
SR
-25
222.
2220
5.7
600
mm
112
51.
50C
onc
0.01
345
2.9
20.0
14.8
814
.33
4.5
2.1
ST-
26S
R-2
622
2.22
205.
760
0 m
m10
15
1.50
Con
c0.
013
452.
917
.014
.33
13.8
22.
13.
9S
T-27
SR
-27
222.
2220
5.7
600
mm
218
51.
50C
onc
0.01
345
2.9
18.3
13.8
212
.73
3.9
7.7
ST-
28S
R-2
817
.37
ST-
5030
7.97
283.
160
0 m
m19
95
1.65
Con
c0.
013
452.
921
.012
.65
11.6
67.
710
.7E
R-2
530
7.97
23.0
ST-
30S
R-3
07.
137.
1313
.720
0 m
m14
035
.71.
46H
DP
E0.
009
93.4
60.0
58.7
053
.70
1.1
1.1
ST-
31S
R-3
17.
1313
.720
0 m
m22
817
.11.
23H
DP
E0.
009
64.7
55.0
53.7
049
.80
1.1
1.0
ST-
32S
R-3
27.
1313
.720
0 m
m10
45
0.84
HD
PE
0.00
934
.951
.049
.80
49.2
81.
01.
5S
T-33
SR
-33
16.6
323
.76
40.9
300
mm
115
12.9
1.49
HD
PE
0.00
916
5.8
51.0
49.2
347
.75
1.5
1.0
ST-
34S
R-3
423
.76
40.9
300
mm
111
51.
21H
DP
E0.
009
103
49.0
47.7
547
.19
1.0
1.5
ST-
35S
R-3
523
.76
40.9
300
mm
123
51.
21H
DP
E0.
009
103
49.0
47.1
946
.58
1.5
2.1
ST-
36S
R-3
63.
5027
.26
46.3
300
mm
148
51.
26H
DP
E0.
009
103
49.0
46.5
345
.79
2.2
2.9
ST-
37S
R-3
727
.26
46.3
300
mm
905
1.26
HD
PE
0.00
910
349
.045
.79
45.3
42.
91.
4S
T-38
SR
-38
27.2
646
.330
0 m
m19
35.
90.
98H
DP
E0.
009
112.
447
.045
.34
44.2
01.
41.
0S
T-39
SR
-39
30.4
357
.69
81.9
300
mm
149
43.6
2.49
HD
PE
0.00
930
4.4
45.5
44.2
037
.70
1.0
2.0
ST-
40S
R-4
057
.69
81.9
300
mm
4810
03.
10H
DP
E0.
009
460.
840
.037
.70
32.9
02.
01.
0S
T-41
SR
-41
57.6
981
.930
0 m
m17
924
.62.
16H
DP
E0.
009
228.
834
.232
.90
28.5
01.
01.
0S
T-42
SR
-42
57.6
981
.935
0 m
m34
51.
46H
DP
E0.
009
149
29.8
28.4
528
.28
1.0
1.4
ST-
43S
R-4
357
.69
81.9
350
mm
187
20.5
2.00
HD
PE
0.00
930
1.9
30.0
28.2
824
.45
1.4
1.0
ST-
44S
R-4
457
.69
81.9
350
mm
5813
.81.
82H
DP
E0.
009
247.
425
.824
.45
23.6
51.
01.
0S
T-45
SR
-45
10.6
968
.38
92.3
525
mm
655
1.22
Con
c0.
013
317.
225
.023
.65
23.3
30.
81.
9S
T-46
SR
-46
68.3
892
.352
5 m
m10
525
.61.
71C
onc
0.01
371
8.2
25.8
23.3
320
.65
1.9
0.8
ST-
47S
R-4
768
.38
92.3
525
mm
138
7.3
1.31
Con
c0.
013
382.
622
.020
.65
19.6
50.
80.
8S
T-48
SR
-48
68.3
892
.352
5 m
m17
95.
61.
24C
onc
0.01
333
5.3
21.0
19.6
518
.65
0.8
0.8
ST-
49S
R-4
968
.38
92.3
525
mm
124
51.
22C
onc
0.01
331
7.2
20.0
18.6
518
.03
0.8
3.2
ST-
50S
R-5
068
.38
92.3
525
mm
8859
.32.
09C
onc
0.01
31,
092.
9021
.818
.03
12.8
43.
27.
6S
R-2
868
.38
21.0
TableA10-19-21-23_Results_LuArribaMParribaTadeoLu-Arriba
4/4
2004/4/26
Table 10.20 Design Flows - Martin Perez Arriba ColectorManhole West Colector ActPop E-Pop CumE-Pop Av. Flow CumAvgFlow Infilt CumInfil PF HourMax
ha m3/d m3/d m3/d m3/d L/sOR-1 D3 13.45 1,312 1,312 1,312 422 422 26.2 26 3.721 18.5OR-3 D3 3.14 306 306 1,618 99 521 6.1 32 3.655 22.4
OR-20 D3 6.88 671 671 671 216 216 13.4 46 3.905 10.3OR-6 D3 6.38 622 622 2,912 200 938 12.4 58 3.453 38.1
2,912 938 58 3.453 38.1OR-30 D3 13.57 1,324 1,324 1,324 426 426 26.5 26 3.718 18.6OR-8 4,235 1,364 85 3.311 53.2
4.500 0.0OR-40 D3 12.53 1,222 1,222 1,222 394 394 24.4 24 3.742 17.3OR-43 D3 17.89 1,745 1,745 2,967 562 955 34.9 59 3.446 38.8
OR-50 D3 18.73 1,827 1,827 1,827 588 588 36.5 37 3.616 25.0
OR-10 D3 9.95 971 971 971 313 313 19.4 19 3.808 14.0OR-10 10,000 3,220 200
D3 102.52 10,000 10,000 10,000 3,220 3,220 200 200 2.955 112.4
EastColectorER-1 D1 10.02 3,950 4,007 4,007 1,290 1,290 79.0 79 3.333 50.7ER-7 D1 13.88 5,471 5,551 9,558 1,787 3,078 109.4 188 2.974 108.1ER-9 D1 5.69 2,243 2,275 11,833 733 3,810 44.9 233 2.882 129.8ER-30 D1 13.04 5,140 5,215 17,048 1,679 5,489 102.8 336 2.722 176.8ER-11 D1 11.66 4,596 4,663 21,711 1,501 6,991 91.9 428 2.617 216.7
D1 54.29 21,400 21,711 21,711 6,991 6,991 428.0 428 2.617 216.7
ER-15 D2 4.59 495 495 22,206 159 7,150 9.9 438 2.607 220.8
ER-40 D2 15.18 1,637 1,637 1,637 527 527 32.7 33 3.652 22.7ER-17 23,843 7,678 471 2.576 234.4ER-50 D2 16.4 1,769 1,769 1,769 570 570 35.4 35 3.627 24.3ER-20 25,612 8,247 506 2.545 248.8ER-60 D2 12.36 1,333 1,333 1,333 429 429 26.7 27 3.716 18.8ER-21 26,945 8,676 533 2.523 259.5ER-21 D2 6.17 666 666 27,611 214 8,891 13.3 546 2.513 264.9
D2 54.7 5,900 5,900 27,611 1,900 8,891 118.0 546 2.513 264.9
RI-1 D4 356 14,600 34,476 34,476 11,101 11,101 292.0 292 2.418 314.1D4 356 14,600 34,476 34,476 11,101 292 292 2.418 314.1
Grand Total 567.51 51900 72,087 72,087 23,212 1,038 2.121 581.8
SummaryMP-Arriba Area D1, D2, D3 and D4
Area 770.8 haPopulation 51,900Average wastewater flow 23,212 m3/dOverall equivalent population 72,087Maximum hourly flow 0.582 L/s Unplanned ArPlanned Are Total
ha ha haD1 239.2 ha 21,400 person 21,711 6,991 428 183.7 54.3 238.0D2 64.7 ha 5,900 person 5,900 1,900 118 10.5 54.7 65.2D3 110.5 ha 10,000 person 10,000 3,220 200 9.5 102.5 112.1D4 356.4 ha 14,600 person 34,476 11,101 292 356.0 356.0
770.8 51,900 72,087 23,212 1,038 203.6 567.5 771.2
TableA10-18-20-22_AportesLuArribaMPArribaTadeo : 10_20MP-Arriba 1/1 2004/4/26
Tab
le 1
0.21
Se
wer
Des
ign
- Mar
tin P
erez
Arr
iba
Col
ecto
rLa
bel
Up
Nod
eA
rea
Incr
. (ha
)B
ranc
hA
rea
Tot.
(ha)
Q (l
/s)
Siz
eL
(m)
S (m
/km
)A
vg. v
(m/s
)M
ater
ial
Man
nin
gs n
Qf (
l/s)
Up.
Gr
Ele
v. (m
)U
p. In
vert
(m)
Dn.
Inve
rt(m
)U
p.C
ove r
Dn.
Cov
e rTE
-1E
R-1
10.0
210
.02
50.7
300
mm
7114
.21.
62H
DP
E0.
009
173.
540
.038
.837
.80.
90.
9TE
-2E
R-2
10.0
250
.730
0 m
m58
86.2
2.56
HD
PE
0.00
942
7.8
39.0
37.8
32.8
0.9
0.9
TE-3
ER
-310
.02
50.7
450
mm
610.
50.
57H
DP
E0.
010
89.6
34.0
32.6
232
.59
0.9
4.0
TE-4
ER
-410
.02
50.7
600
mm
104
0.5
0.46
Con
c0.
013
148.
437
.032
.59
32.5
33.
87.
9TE
-5E
R-5
10.0
250
.760
0 m
m22
20.
50.
73C
onc
0.01
314
8.4
41.0
32.5
332
.41
7.9
6.0
TE-6
ER
-610
.02
50.7
600
mm
9820
.60.
78C
onc
0.01
392
0.1
39.0
32.4
130
.46.
05.
0TE
-7E
R-7
13.8
823
.910
8.1
600
mm
6328
.51.
8C
onc
0.01
31,
081.
3036
.030
.428
.62
5.0
0.8
TE-8
ER
-823
.910
8.1
600
mm
155
12.9
1.17
Con
c0.
013
727.
630
.028
.62
26.6
20.
80.
8TE
-9E
R-9
5.69
29.5
912
9.8
750
mm
189
0.5
0.59
Con
c0.
013
259.
728
.026
.47
26.3
70.
80.
9TE
-10
ER
-10
29.5
912
9.8
750
mm
232
0.5
0.72
Con
c0.
013
259.
728
.026
.37
26.2
60.
94.
0TE
-11
ER
-11
11.6
6TE
-30
54.2
921
6.7
750
mm
205
3.9
1.4
Con
c0.
013
721.
931
.026
.26
25.4
74.
00.
8TE
-12
ER
-12
54.2
921
6.7
750
mm
151
46.4
1.32
Con
c0.
013
2,50
0.60
27.0
25.4
718
.47
0.8
0.8
TE-1
3E
R-1
354
.29
216.
782
5 m
m13
10.
50.
7C
onc
0.01
333
4.9
20.0
18.3
118
.25
0.9
0.9
TE-1
4E
R-1
454
.29
216.
782
5 m
m21
40.
51.
04C
onc
0.01
333
4.9
20.0
18.2
518
.14
0.9
1.0
TE-1
5E
R-1
54.
5958
.88
220.
882
5 m
m14
412
.71.
1C
onc
0.01
31,
690.
2020
.018
.14
16.3
11.
00.
9TE
-16
ER
-16
58.8
822
0.8
825
mm
880.
51.
07C
onc
0.01
333
4.9
18.0
16.3
116
.27
0.9
0.9
TE-1
7E
R-1
7TE
-44
74.0
623
4.4
825
mm
149
13.1
1.15
Con
c0.
013
1,71
5.90
18.0
16.2
714
.31
0.9
0.9
TE-1
8E
R-1
874
.06
234.
482
5 m
m59
0.5
1.15
Con
c0.
013
334.
916
.014
.31
14.2
80.
92.
9TE
-19
ER
-19
74.0
623
4.4
825
mm
134
7.3
1.03
Con
c0.
013
1,27
6.80
18.0
14.2
813
.31
2.9
0.9
TE-2
0E
R-2
0TE
-56
90.4
624
8.8
825
mm
103
0.5
0.68
Con
c0.
013
334.
915
.013
.31
13.2
60.
90.
9TE
-21
ER
-21
6.17
TE-6
510
8.99
264.
982
5 m
m21
50.
50.
77C
onc
0.01
333
4.9
15.0
13.2
613
.16
0.9
4.0
TE-2
2E
R-2
210
8.99
264.
982
5 m
m14
00.
51.
04C
onc
0.01
333
4.9
18.0
13.1
613
.09
4.0
2.1
TE-2
3E
R-2
310
8.99
264.
982
5 m
m28
52.
71.
38C
onc
0.01
377
9.8
16.0
13.0
912
.31
2.1
0.9
TE-2
4E
R-2
410
8.99
264.
982
5 m
m18
317
.21.
98C
onc
0.01
31,
964.
4014
.012
.31
9.17
0.9
4.0
O-1
PTA
R56
7.51
14.0
TE-3
0E
R-3
013
.04
13.0
417
6.8
300
mm
181
56.6
3.61
HD
PE
0.00
934
6.6
38.0
36.7
26.4
91.
04.
2E
R-1
113
.04
31.0
TE-4
0E
R-4
015
.18
15.1
822
.720
0 m
m11
417
.51.
44H
DP
E0.
009
65.5
40.0
38.8
536
.85
1.0
1.0
TE-4
1E
R-4
115
.18
22.7
200
mm
116
69.3
2.03
HD
PE
0.00
913
0.1
38.0
36.8
528
.85
1.0
1.0
TE-4
2E
R-4
215
.18
22.7
200
mm
9453
.21.
89H
DP
E0.
009
114
30.0
28.8
523
.85
1.0
1.0
TE-4
3E
R-4
315
.18
22.7
200
mm
104
28.8
1.62
HD
PE
0.00
983
.925
.023
.85
20.8
51.
01.
0TE
-44
ER
-44
15.1
822
.720
0 m
m10
538
.71.
74H
DP
E0.
009
97.2
22.0
20.8
516
.81.
01.
0E
R-1
715
.18
18.0
TE-5
0E
R-5
016
.416
.40
24.3
200
mm
5178
.42.
14H
DP
E0.
009
138.
440
.038
.85
34.8
51.
01.
0TE
-51
ER
-51
16.4
024
.320
0 m
m85
712.
09H
DP
E0.
009
131.
736
.034
.85
28.8
51.
01.
0TE
-52
ER
-52
16.4
024
.320
0 m
m12
241
.21.
81H
DP
E0.
009
100.
330
.028
.85
23.8
51.
01.
0TE
-53
ER
-53
16.4
024
.320
0 m
m12
033
.31.
72H
DP
E0.
009
90.2
25.0
23.8
519
.85
1.0
1.0
TE-5
4E
R-5
416
.40
24.3
200
mm
8224
.41.
59H
DP
E0.
009
77.2
21.0
19.8
517
.85
1.0
1.0
TE-5
5E
R-5
516
.40
24.3
200
mm
5518
.21.
48H
DP
E0.
009
66.6
19.0
17.8
516
.85
1.0
1.0
TE-5
6E
R-5
616
.40
24.3
200
mm
7938
.21.
78H
DP
E0.
009
96.6
18.0
16.8
513
.85
1.0
1.0
ER
-20
16.4
015
.0TE
-60
ER
-60
12.3
612
.36
18.8
200
mm
105
76.6
1.97
HD
PE
0.00
913
6.7
38.0
36.9
28.9
0.9
0.9
TE-6
1E
R-6
112
.36
18.8
200
mm
9950
.51.
76H
DP
E0.
009
111.
130
.028
.85
23.8
51.
01.
0TE
-62
ER
-62
12.3
618
.820
0 m
m13
636
.91.
63H
DP
E0.
009
94.9
25.0
23.8
518
.85
1.0
1.0
TE-6
3E
R-6
312
.36
18.8
200
mm
132
15.2
1.31
HD
PE
0.00
961
20.0
18.8
516
.85
1.0
1.0
TE-6
4E
R-6
412
.36
18.8
200
mm
133
7.5
1.13
HD
PE
0.00
942
.918
.016
.85
15.8
51.
01.
0TE
-65
ER
-65
12.3
618
.820
0 m
m32
65.1
1.88
HD
PE
0.00
912
6.1
17.0
15.8
513
.81.
01.
0E
R-2
112
.36
15.0
TI-1
RI
356
356
314.
120
0 m
m30
213
.29.
69C
onc
0.01
339
.415
.013
.54
9.54
1.3
1.3
TI-2
RI-2
356
314.
182
5 m
m14
11
1.26
Con
c0.
013
473.
611
.09.
319.
170.
94.
0O
-1PT
AR
356
14.0
TableA10-19-21-23_Results_LuArribaMParribaTadeoMP-Arriba
1/2
2004/4/26
Tab
le 1
0.21
Se
wer
Des
ign
- Mar
tin P
erez
Arr
iba
Col
ecto
rLa
bel
Up
Nod
eA
rea
Incr
. (ha
)B
ranc
hA
rea
Tot.
(ha)
Q (l
/s)
Siz
eL
(m)
S (m
/km
)A
vg. v
(m/s
)M
ater
ial
Man
nin
gs n
Qf (
l/s)
Up.
Gr
Ele
v. (m
)U
p. In
vert
(m)
Dn.
Inve
rt(m
)U
p.C
ove r
Dn.
Cov
e rTO
-1O
R-1
13.4
513
.45
18.5
300
mm
831
0.73
HD
PE
0.00
946
.545
.043
.75
43.6
61.
01.
0TO
-2O
R-2
13.4
518
.530
0 m
m14
840
.10.
8H
DP
E0.
009
291.
845
.043
.66
37.7
51.
01.
0TO
-3O
R-3
3.14
16.5
922
.430
0 m
m43
932.
04H
DP
E0.
009
444.
439
.037
.75
33.7
51.
01.
0TO
-4O
R-4
16.5
922
.430
0 m
m10
368
.31.
88H
DP
E0.
009
380.
835
.033
.75
26.7
51.
01.
0TO
-5O
R-5
16.5
922
.430
0 m
m13
622
.10.
86H
DP
E0.
009
216.
428
.026
.75
23.7
51.
01.
0TO
-6O
R-6
6.38
TO-2
329
.85
38.1
600
mm
147
341.
38C
onc
0.01
31,
181.
4025
.023
.75
18.7
50.
60.
6TO
-7O
R-7
29.8
538
.160
0 m
m13
40.
60.
48C
onc
0.01
316
0.2
20.0
18.6
218
.54
0.8
1.9
TO-8
OR
-829
.85
53.2
600
mm
251.
60.
76C
onc
0.01
325
4.9
21.0
18.5
418
.51.
92.
9TO
-9O
R-9
TO-3
543
.42
71.8
600
mm
237
14.5
0.87
Con
c0.
013
771.
522
.018
.515
.07
2.9
0.8
TO-1
0O
R-1
09.
95O
-47,
TO
5710
2.52
112.
460
0 m
m19
31
0.72
Con
c0.
013
202.
616
.514
.99
14.8
0.9
2.6
TO-1
1O
R-1
110
2.52
112.
460
0 m
m13
71
0.98
Con
c0.
013
202.
618
.014
.814
.66
2.6
6.7
TO-1
2O
R-1
210
2.52
112.
460
0 m
m29
717
.71.
27A
lum
inu
0.02
446
1.7
22.0
14.6
69.
46.
74.
0O
-1PT
AR
102.
5214
.0TO
-20
OR
-20
6.88
6.88
10.3
200
mm
5817
.21.
13H
DP
E0.
009
64.9
37.0
35.9
34.9
0.9
0.9
TO-2
1O
R-2
16.
8810
.320
0 m
m21
428
1.27
HD
PE
0.00
982
.836
.034
.928
.90.
90.
9TO
-22
OR
-22
6.88
10.3
200
mm
102
39.2
1.38
HD
PE
0.00
997
.930
.028
.924
.90.
90.
9TO
-23
OR
-23
6.88
10.3
200
mm
124
8.1
0.96
HD
PE
0.00
944
.526
.024
.923
.90.
90.
9O
R-6
6.88
25.0
TO-3
0O
R-3
013
.57
13.5
718
.620
0 m
m18
454
.51.
79H
DP
E0.
009
115.
439
.037
.85
27.8
51.
01.
0TO
-31
OR
-31
13.5
718
.620
0 m
m17
05.
91.
07H
DP
E0.
009
3829
.027
.826
.81.
01.
0TO
-32
OR
-32
13.5
718
.620
0 m
m14
76.
81.
1H
DP
E0.
009
40.8
28.0
26.8
25.8
1.0
1.0
TO-3
3O
R-3
313
.57
18.6
200
mm
140
501.
75H
DP
E0.
009
110.
527
.025
.818
.81.
01.
0TO
-34
OR
-34
13.5
718
.630
0 m
m69
10.
6H
DP
E0.
009
46.4
20.0
18.7
518
.68
1.0
3.0
TO-3
5O
R-3
513
.57
18.6
300
mm
521
0.73
HD
PE
0.00
946
.422
.018
.68
18.6
23.
03.
1O
R-9
13.5
722
.0TO
-40
OR
-40
12.5
312
.53
17.3
200
mm
150
26.8
1.46
HD
PE
0.00
980
.840
.038
.85
34.8
51.
01.
0TO
-41
OR
-41
12.5
317
.320
0 m
m20
743
.61.
65H
DP
E0.
009
103.
236
.034
.85
25.8
51.
01.
0TO
-42
OR
-42
12.5
317
.320
0 m
m12
831
.21.
52H
DP
E0.
009
87.4
27.0
25.8
521
.85
1.0
1.0
TO-4
3O
R-4
317
.89
30.4
238
.830
0 m
m18
25.
51.
22H
DP
E0.
009
108.
223
.021
.75
20.7
51.
01.
0TO
-44
OR
-44
30.4
238
.830
0 m
m13
921
.71.
65H
DP
E0.
009
214.
522
.020
.75
17.7
51.
01.
0TO
-45
OR
-45
30.4
238
.830
0 m
m59
17.1
1.56
HD
PE
0.00
919
0.5
19.0
17.7
516
.75
1.0
1.0
TO-4
6O
R-4
630
.42
38.8
300
mm
8517
.81.
58H
DP
E0.
009
194.
118
.016
.75
15.2
51.
01.
0TO
-47
OR
-47
30.4
238
.860
0 m
m86
0.6
0.37
Con
c0.
013
159.
316
.515
.12
15.0
70.
80.
8O
R-1
030
.42
16.5
TO-5
0O
R-5
018
.73
18.7
325
200
mm
157
19.1
1.51
HD
PE
0.00
968
.338
.036
.85
33.8
51.
01.
0TO
-51
OR
-51
18.7
325
200
mm
104
67.3
2.08
HD
PE
0.00
912
8.2
35.0
33.8
526
.85
1.0
1.0
TO-5
2O
R-5
218
.73
2520
0 m
m16
76
1.17
HD
PE
0.00
938
.328
.026
.825
.81.
01.
0TO
-53
OR
-53
18.7
325
300
mm
182
0.8
0.77
HD
PE
0.00
942
27.0
25.7
25.5
41.
01.
2TO
-54
OR
-54
18.7
325
300
mm
8222
.71.
47H
DP
E0.
009
219.
527
.025
.54
23.7
1.2
1.0
TO-5
5O
R-5
518
.73
2530
0 m
m94
21.3
0.77
HD
PE
0.00
921
2.6
25.0
23.7
21.7
1.0
1.0
TO-5
6O
R-5
618
.73
2530
0 m
m17
60.
80.
77H
DP
E0.
009
4223
.021
.721
.55
1.0
1.2
TO-5
7O
R-5
718
.73
2530
0 m
m17
836
0.76
HD
PE
0.00
927
6.5
23.0
21.5
515
.14
1.2
1.1
OR
-10
18.7
316
.5
TableA10-19-21-23_Results_LuArribaMParribaTadeoMP-Arriba
2/2
2004/4/26
Table 10.22 Design Flows - Tadeo ColectorManhole East Colector ActPop E-Pop CumE-Pop Av. Flow CumAvgFlow Infilt CumInfil PF HourMax
ha m3/d m3/d m3/d m3/d L/sET-1 7.62 559 761 761 245 245 11.2 11 3.873 11.1ET-4 4.59 337 458 1,219 147 393 6.7 18 3.743 17.2ET-5 10.18 746 1,016 2,235 327 720 14.9 33 3.548 29.9
18.25 1,338 1,822 4,057 587 1,306 26.8 60 3.328 51.0ET-6 9.32 683 931 4,988 300 1,606 13.7 73 3.246 61.2ET-9 15.06 1,104 1,504 6,492 484 2,090 22.1 95 3.138 77.0ET-12 46 3,373 4,593 11,085 1,479 3,569 67.5 163 2.910 122.1ET-13 19.71 1,445 1,968 13,053 634 4,203 28.9 192 2.839 140.3
24.93 1,828 2,489 15,542 801 5,005 36.6 228 2.763 162.7ET-24 2.03 149 203 15,745 65 5,070 3.0 231 2.757 164.5
15.84 1,162 1,581 17,326 509 5,579 23.2 254 2.715 178.3ET-26 3.18 233 317 17,643 102 5,681 4.7 259 2.707 181.0
176.71 12,958 17,643 5,681 5,681 259.2 259.1 2.707 181
WestColectorWT-30 20.38 1,494 2,035 2,035 655 655 29.9 30 3.580 27.5
13.78 1,010 1,376 3,411 443 1,098 20.2 50 3.394 43.75.51 404 550 3,961 177 1,275 8.1 58 3.337 49.9
WT-33 11.56 848 1,154 5,115 372 1,647 17.0 75 3.236 62.6WT-40 4.39 322 438 5,553 141 1,788 6.4 82 3.202 67.2
55.62176.71
ET-50 45.95 3,369 4,588 27,784 1,477 8,947 67.4 408.1 2.510 264.6278.28 20,406 27,784 27,784 8,947 8,947 408.1 408.1 2.510 265
SummaryTadeo Area F1
Area 278.2 haPopulation 20,400Average wastewater flow 8,944 m3/dOverall equivalent population 27,776Maximum hourly flow 265 L/s
TableA10-18-20-22_AportesLuArribaMPArribaTadeo : 10_22Tadeo 1/1 2004/4/26
Tab
le 1
0.23
Se
wer
Des
ign
- Tad
eo C
olec
tor
Labe
lU
p N
ode
Are
a In
cr.
(ha)
Bra
nch
Are
a To
t.(h
a)Q
(l/s
)S
ize
L (m
)S
(m/k
m)
Avg
. v (m
/s)
Mat
eria
lM
anni
ngs
nQ
f (l/s
)U
p. G
rE
lev.
(m)
Up.
Inve
rt(m
)D
n. In
vert
(m)
Up.
Cov
er(m
)
Dn.
Cov
er(m
)T-
1E
T-1
7.62
7.62
11.1
200
mm
56.5
1.4
0.71
HD
PE
0.00
918
.757
.055
.75
55.6
61.
12.
1T-
2E
T-2
7.62
11.1
200
mm
144
40.7
1.42
HD
PE
0.00
999
.858
.055
.66
49.8
02.
11.
0T-
3E
T-3
7.62
11.1
200
mm
201.
534
.70.
71H
DP
E0.
009
92.1
51.0
49.8
042
.80
1.0
1.0
T-4
ET-
44.
5912
.21
17.2
200
mm
155.
519
.30.
81H
DP
E0.
009
68.6
44.0
42.8
039
.80
1.0
1.0
T-5
ET-
510
.18
22.3
929
.920
0 m
m15
432
.51.
05H
DP
E0.
009
89.1
41.0
39.8
034
.80
1.0
1.0
T-6
ET-
627
.57
49.9
661
.225
0 m
m14
6.5
272.
1H
DP
E0.
009
147.
136
.034
.80
30.8
50.
90.
9T-
7E
T-7
49.9
661
.230
0 m
m17
911
.21.
63H
DP
E0.
009
154
32.0
30.7
528
.75
0.9
0.9
T-8
ET-
849
.96
61.2
300
mm
294.
517
1.19
HD
PE
0.00
918
9.9
30.0
28.7
523
.75
0.9
0.9
T-9
ET-
915
.06
65.0
277
300
mm
121
41.3
2.4
HD
PE
0.00
929
6.2
25.0
23.7
518
.75
0.9
0.9
T-10
ET-
1065
.02
7730
0 m
m16
8.5
35.6
2.31
HD
PE
0.00
927
520
.018
.75
12.7
50.
90.
9T-
11E
T-11
65.0
277
600
mm
150
0.8
0.86
Con
c0.
013
183.
114
.012
.47
12.3
40.
94.
0T-
12E
T-12
46.0
011
1.02
1260
0 m
m62
3.5
0.35
Con
c0.
013
378.
317
.012
.34
12.1
34.
02.
3T-
13E
T-13
19.7
113
0.73
140
600
mm
8941
.11.
14C
onc
0.01
31,
299.
2015
.012
.13
8.47
2.3
0.9
T-14
ET-
1413
0.73
140
750
mm
590.
60.
62C
onc
0.01
328
0.4
10.0
8.39
8.36
0.8
5.9
T-15
ET-
1513
0.73
140
750
mm
42.5
0.6
0.62
Con
c0.
013
280.
415
.08.
368.
335.
910
.9T-
16E
T-16
130.
7314
075
0 m
m63
0.6
0.62
Con
c0.
013
280.
420
.08.
338.
2910
.911
.9T-
17E
T-17
130.
7314
075
0 m
m34
.50.
60.
62C
onc
0.01
328
0.4
21.0
8.29
8.27
11.9
14.0
T-18
ET-
1813
0.73
140
750
mm
260.
50.
60.
63C
onc
0.01
328
0.4
23.0
8.27
8.12
14.0
5.1
T-19
ET-
1913
0.73
140
750
mm
79.5
0.6
0.65
Con
c0.
013
280.
414
.08.
128.
085.
13.
2T-
20E
T-20
130.
7314
075
0 m
m59
.50.
60.
67C
onc
0.01
328
0.4
12.0
8.08
8.04
3.2
3.2
T-21
ET-
2113
0.73
140
750
mm
620.
60.
7C
onc
0.01
328
0.4
12.0
8.04
8.01
3.2
3.2
T-22
ET-
2213
0.73
140
750
mm
480.
60.
79C
onc
0.01
328
0.4
12.0
8.01
7.98
3.2
5.3
T-23
ET-
2313
0.73
140
750
mm
691.
30.
98C
onc
0.01
341
2.8
14.0
7.98
7.89
5.3
0.8
T-24
ET-
2426
.96
157.
6916
4.5
750
mm
101
29.7
1.98
Con
c0.
013
2,00
1.60
9.5
7.89
4.89
0.8
0.8
T-25
ET-
2515
7.69
164.
575
0 m
m16
0.5
12.5
1.63
Con
c0.
013
1,29
6.50
6.5
4.89
2.89
0.8
0.8
T-26
ET-
2619
.02
176.
7118
175
0 m
m16
618
.80.
99C
onc
0.01
31,
592.
404.
52.
75-0
.37
1.0
4.1
WT4
017
6.71
T-30
WT3
020
.38
20.3
827
.530
0 m
m13
40.
80.
6H
DP
E0.
009
40.8
2.5
1.20
1.09
1.0
1.1
T-31
WT3
120
.38
27.5
300
mm
220
0.8
0.69
HD
PE
0.00
940
.82.
51.
090.
921.
11.
3T-
32W
T32
20.3
827
.545
0 m
m22
2.5
0.8
0.74
HD
PE
0.00
912
0.3
2.5
0.92
0.74
1.1
1.3
T-33
WT3
330
.85
51.2
362
.660
0 m
m19
10.
90.
76C
onc
0.01
319
72.
50.
590.
411.
33.
0T-
34W
T34
51.2
367
.260
0 m
m76
.50.
90.
6C
onc
0.01
319
1.3
4.0
0.33
0.27
3.1
2.1
T-35
WT3
551
.23
67.2
600
mm
195
0.9
0.6
Con
c0.
013
191.
33.
00.
270.
092.
13.
3T-
36W
T36
51.2
367
.260
0 m
m34
.50.
90.
6C
onc
0.01
319
1.3
4.0
0.09
0.06
3.3
2.8
T-37
WT3
751
.23
67.2
600
mm
760.
90.
6C
onc
0.01
319
1.3
3.5
0.06
-0.0
12.
82.
9T-
38W
T38
51.2
367
.260
0 m
m10
5.5
0.9
0.6
Con
c0.
013
191.
33.
5-0
.01
-0.1
02.
93.
0T-
39W
T39
51.2
367
.260
0 m
m60
0.9
0.61
Con
c0.
013
191.
33.
5-0
.10
-0.1
53.
04.
0W
T40
51.2
3T-
50W
T40
4.39
T-26
, T-3
923
2.33
248.
282
5 m
m75
.50.
50.
84C
onc
0.01
333
4.9
4.5
-0.3
7-0
.41
4.0
4.6
T-51
ET-
5045
.95
278.
2826
590
0 m
m12
70.
50.
71C
onc
0.01
342
2.3
5.0
-0.5
0-0
.56
4.6
4.6
T-52
ET-
5127
8.28
265
900
mm
940.
50.
73C
onc
0.01
342
2.3
5.0
-0.5
6-0
.61
4.6
3.7
T-53
ET-
5227
8.28
265
900
mm
262.
50.
51.
09C
onc
0.01
342
3.9
4.0
-0.6
1-0
.74
3.7
2.2
O-1
278.
28
TableA10-19-21-23_Results_LuArribaMParribaTadeoTadeo
1/1
2004/4/26
