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CUADRO DE CLCULO PARA EL DISEO DE REDES DE ALCANTARILLA
PROYECTO SISTEMA DE REDES DE ALCANTARILLADO SANITA
DESCRIPCION RED DE COLECTORES
TRAMO DENSIDAD AREA AFERENTE
Propia Otras Total AcumuladaInicio Fin Hab/Ha Ha Ha Ha Ha
P-1 P-2 300.00 0.50 0.00 0.50 0.50P-2 P-3 300.00 0.50 0.00 0.50 1.00P-3 P-4 300.00 0.35 0.00 0.35 1.35P-4 P-5 300.00 0.35 0.00 0.35 1.70
P-6 P-5 300.00 0.50 0.00 0.50 0.50
P-5 P-11 300.00 0.50 0.00 0.50 0.50
P-3 P-9 300.00 0.50 0.00 0.50 0.50
P-2 P-8 300.00 0.50 0.00 0.50 0.50
P-1 P-7 300.00 0.50 0.00 0.50 0.50P-7 P-8 300.00 0.50 0.00 0.50 1.00P-8 P-9 300.00 0.50 0.00 1.50 2.50P-9 P-10 300.00 0.36 0.00 2.36 4.86
P-10 P-11 300.00 0.36 0.00 0.36 5.21
P-6 P-12 300.00 0.50 0.00 0.50 0.50P-12 P-11 300.00 0.50 0.00 0.50 1.00
P-8 P-14 300.00 0.50 0.00 0.50 0.50
P-7 P-13 300.00 0.50 0.00 0.50 0.50P-13 P-14 300.00 0.50 0.00 0.50 1.00P-14 P-15 300.00 0.50 0.00 0.50 2.00
P-9 P-15 300.00 0.67 0.00 0.67 0.67P-15 P-18 300.00 0.25 0.00 0.25 2.92P-18 P-19 300.00 0.36 0.00 0.36 3.28
P-19 P-20 300.00 0.36 0.00 0.36 3.64
P-12 P-17 300.00 0.50 0.00 0.50 0.50P-17 P-21 300.00 0.50 0.00 0.50 1.00P-21 P-20 300.00 0.50 0.00 0.50 1.50
P-14 P-23 300.00 0.50 0.00 0.50 0.50
P-13 P-22 300.00 0.50 0.00 0.50 0.50P-22 P-23 300.00 0.50 0.00 0.50 1.00
P-23 P-24 300.00 0.50 0.00 0.50 2.00
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P-23 P-28 300.00 0.50 0.00 0.50 0.50
P-22 P-27 300.00 0.50 0.00 0.50 0.50
P-27 P-28 300.00 0.50 0.00 0.50 1.00P-28 P-29 300.00 0.50 0.00 0.50 2.00
P-18 P-24 300.00 0.25 0.00 0.25 0.25P-24 P-29 300.00 0.67 0.00 0.67 2.92P-29 P-30 300.00 0.36 0.00 0.36 5.28P-30 P-31 300.00 0.36 0.00 0.36 5.64
P-21 P-26 300.00 0.50 0.00 0.50 0.50P-26 P-32 300.00 0.50 0.00 0.50 1.00
P-5 P-11 300.00 0.50 0.00 0.50 2.70P-11 P-16 300.00 0.52 0.00 0.52 9.43P-16 P-20 300.00 0.52 0.00 0.52 9.95P-20 P-25 300.00 0.52 0.00 0.52 15.61P-25 P-31 300.00 0.52 0.00 0.52 16.13
P-31 P-32 300.00 0.50 0.00 0.50 22.26
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O SANITARIO INTEGRANTES:
IO VILLA ANDRADE CASTRO PAOLA;
POBLAI!N SER"IDA DOTAI!N A#DAL M
Tramo Acumulada Por tramoHab Hab L/Hab/dia L/s
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21105.00 405.00 150.00 0.80 0.15105.00 510.00 150.00 0.80 0.15
150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21450.00 750.00 150.00 0.80 0.63706.50 1456.50 150.00 0.80 0.98106.50 1563.00 150.00 0.80 0.15
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21150.00 600.00 150.00 0.80 0.21
199.50 199.50 150.00 0.80 0.2875.00 874.50 150.00 0.80 0.10
108.00 982.50 150.00 0.80 0.15
108.00 1090.50 150.00 0.80 0.15
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21150.00 450.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21
150.00 600.00 150.00 0.80 0.21
OEFIIENTERETORNO
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150.00 150.00 150.00 0.80 0.21
150.00 150.00 150.00 0.80 0.21
150.00 300.00 150.00 0.80 0.21150.00 600.00 150.00 0.80 0.21
75.00 75.00 150.00 0.80 0.10199.50 874.50 150.00 0.80 0.28108.00 1582.50 150.00 0.80 0.15108.00 1690.50 150.00 0.80 0.15
150.00 150.00 150.00 0.80 0.21150.00 300.00 150.00 0.80 0.21
150.00 810.00 150.00 0.80 0.21156.00 2829.00 150.00 0.80 0.22156.00 2985.00 150.00 0.80 0.22156.00 4681.50 150.00 0.80 0.22156.00 4837.50 150.00 0.80 0.22
150.00 6678.00 150.00 0.80 0.21
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OTE GINA;MUOZ MARIA FERNANDA;VERGARA JAIRO; VILLALBA LINA
DIO DIARIO
Acumulado Harmon Acumulado AcumuladoL/s Adim$nsional L/s L/s
0.21 4.19 0.87 0.050.42 4.08 1.70 0.100.56 4.02 2.26 0.140.71 3.97 2.81 0.17
0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.050.42 4.08 1.70 0.101.04 3.88 4.04 0.252.02 3.69 7.46 0.492.17 3.67 7.96 0.52
0.21 4.19 0.87 0.050.42 4.08 1.70 0.10
0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.050.42 4.08 1.70 0.100.83 3.93 3.28 0.20
0.28 4.15 1.15 0.071.21 3.84 4.66 0.291.36 3.80 5.19 0.33
1.51 3.78 5.72 0.36
0.21 4.19 0.87 0.050.42 4.08 1.70 0.100.63 4.00 2.50 0.15
0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.050.42 4.08 1.70 0.10
0.83 3.93 3.28 0.20
FATORP#NTA
MA%IMOA#DAL ONE%IONES
ERRADAS
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0.21 4.19 0.87 0.05
0.21 4.19 0.87 0.05
0.42 4.08 1.70 0.100.83 3.93 3.28 0.20
0.10 4.28 0.45 0.031.21 3.84 4.66 0.292.20 3.66 8.05 0.532.35 3.64 8.55 0.56
0.21 4.19 0.87 0.050.42 4.08 1.70 0.10
1.13 3.86 4.34 0.273.93 3.46 13.61 0.944.15 3.44 14.28 1.006.50 3.27 21.27 1.566.72 3.26 21.89 1.61
9.28 3.13 29.00 2.23
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R#&OSIDAD LON&IT#D
Acumulado Mannin' TramoL/s L/s Adim$nsional m
0.05 1.50 0.01 100.000.10 1.90 0.01 100.000.14 2.53 0.01 60.000.17 3.15 0.01 60.00
0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.000.10 1.90 0.01 100.000.25 4.54 0.01 100.000.49 8.43 0.01 60.000.52 9.00 0.01 60.00
0.05 1.50 0.01 100.000.10 1.90 0.01 100.00
0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.000.10 1.90 0.01 100.000.20 3.68 0.01 100.00
0.07 1.50 0.01 100.000.29 5.24 0.01 50.000.33 5.85 0.01 60.00
0.36 6.45 0.01 60.00
0.05 1.50 0.01 75.000.10 1.90 0.01 75.000.15 2.80 0.01 100.00
0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.000.10 1.90 0.01 100.00
0.20 3.68 0.01 100.00
A#DALINFILTRAI!N
A#DAL DEDISE(O)*d+
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0.05 1.50 0.01 100.00
0.05 1.50 0.01 100.00
0.10 1.90 0.01 100.000.20 3.68 0.01 100.00
0.03 1.50 0.01 50.000.29 5.24 0.01 100.000.53 9.11 0.01 60.000.56 9.68 0.01 60.00
0.05 1.50 0.01 75.000.10 1.90 0.01 75.00
0.27 4.88 0.01 100.000.94 15.50 0.01 75.001.00 16.27 0.01 75.001.56 24.39 0.01 75.001.61 25.12 0.01 75.00
2.23 33.45 0.01 100.00
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PENDIENTE DIAMETRO OMERIAL
Int$rior Nominalm/m , Pul'adas m mm Pul'adas
0.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.00
0.01 0.50 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.00
0.00 0.30 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.000.01 0.60 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.00
0.01 0.50 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.00
0.01 0.60 7.17 0.18 203.20 8.00
0.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.00
0.01 0.50 7.17 0.18 203.20 8.00
0.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.00
0.00 0.30 7.17 0.18 203.20 8.00
0.00 0.30 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.00
0.01 0.50 7.17 0.18 203.20 8.00
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0.01 0.50 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.00
0.01 0.60 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.000.00 0.40 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.00
0.01 1.00 7.17 0.18 203.20 8.000.01 1.00 7.17 0.18 203.20 8.00
0.00 0.40 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.01 0.50 7.17 0.18 203.20 8.000.01 0.50 8.94 0.23 254.00 10.000.01 0.50 8.94 0.23 254.00 10.00
0.01 0.50 8.94 0.23 254.00 10.00
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"ELOIDAD LLENO
* "L/s m/s -/* ./" t/T
26.10 1.00 0.06 0.47 0.4526.10 1.00 0.07 0.49 0.4926.10 1.00 0.10 0.54 0.5726.10 1.00 0.12 0.57 0.62
26.10 1.00 0.06 0.47 0.45
23.30 0.90 0.06 0.47 0.45
23.30 0.90 0.06 0.47 0.45
20.20 0.78 0.07 0.49 0.49
23.30 0.90 0.06 0.47 0.4523.30 0.90 0.08 0.51 0.5228.50 1.10 0.16 0.61 0.7026.10 1.00 0.32 0.75 0.9226.10 1.00 0.34 0.77 0.94
26.10 1.00 0.06 0.47 0.4523.30 0.90 0.08 0.47 0.45
28.50 1.10 0.05 0.45 0.42
26.10 1.00 0.06 0.47 0.4526.10 1.00 0.07 0.49 0.4923.30 0.90 0.16 0.61 0.70
23.30 0.90 0.06 0.47 0.4523.30 0.90 0.23 0.67 0.7926.10 1.00 0.22 0.67 0.79
26.10 1.00 0.25 0.70 0.84
26.10 1.00 0.06 0.47 0.4526.10 1.00 0.07 0.49 0.4923.30 0.90 0.12 0.47 0.45
20.20 0.78 0.07 0.49 0.49
20.20 0.78 0.07 0.49 0.4926.10 1.00 0.07 0.49 0.49
26.10 1.00 0.14 0.59 0.66
A#DALLLENO
RELAI!N DEA#DAL
RELAION DE"ELOIDAD
RELAIONFTRATI"A
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26.10 1.00 0.06 0.47 0.45
23.30 0.90 0.06 0.47 0.45
28.50 1.10 0.07 0.49 0.4923.30 0.90 0.16 0.61 0.70
23.30 0.90 0.06 0.47 0.4523.30 0.90 0.23 0.67 0.7926.10 1.00 0.35 0.78 0.9526.10 1.00 0.37 0.79 0.97
36.80 1.42 0.04 0.42 0.3836.80 1.42 0.05 0.45 0.42
23.30 0.90 0.21 0.66 0.7626.10 1.00 0.59 0.91 1.1426.10 1.00 0.62 0.92 1.1547.00 1.16 0.52 0.87 1.0947.00 1.16 0.53 0.88 1.08
47.00 1.16 0.71 0.95 1.18
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RADIO HIDRA#LIOOTA R
INIIO012345 012365
m/s 7 / do m 8'/m9 mssm
0.47 0.30 0.03 0.15 50.000.49 0.31 0.03 0.16 49.500.54 0.32 0.03 0.16 49.000.57 0.34 0.03 0.17 48.70
0.47 0.30 0.03 0.15 48.90
0.45 0.31 0.03 0.12 48.40
0.45 0.31 0.03 0.12 49.00
0.45 0.31 0.03 0.09 49.50
0.45 0.31 0.03 0.12 50.000.46 0.32 0.03 0.13 49.600.68 0.36 0.04 0.21 49.200.75 0.45 0.04 0.21 48.600.77 0.47 0.04 0.21 48.30
0.47 0.30 0.03 0.15 48.900.45 0.32 0.03 0.13 48.40
0.49 0.30 0.03 0.18 49.20
0.47 0.30 0.03 0.15 49.600.49 0.31 0.03 0.16 49.100.55 0.36 0.04 0.14 48.60
0.45 0.31 0.03 0.12 48.600.61 0.40 0.04 0.15 48.200.67 0.40 0.04 0.19 48.00
0.70 0.41 0.04 0.19 47.70
0.47 0.30 0.03 0.15 48.400.49 0.31 0.03 0.16 48.030.45 0.34 0.03 0.13 47.80
0.45 0.31 0.03 0.09 48.60
0.45 0.31 0.03 0.09 49.100.49 0.31 0.03 0.16 48.80
0.59 0.35 0.03 0.17 48.30
"ELOIDADREAL
RELAION DELAMINAS
ESF#ER:OORTANTE
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0.47 0.30 0.03 0.15 48.30
0.45 0.31 0.03 0.12 48.80
0.54 0.31 0.03 0.19 48.400.55 0.36 0.04 0.14 47.80
0.45 0.31 0.03 0.12 48.000.61 0.40 0.04 0.15 47.800.78 0.47 0.04 0.22 47.400.79 0.48 0.04 0.22 47.10
0.59 0.29 0.03 0.30 47.800.63 0.30 0.03 0.30 47.05
0.59 0.39 0.04 0.15 48.400.91 0.62 0.05 0.25 48.000.92 0.64 0.05 0.26 47.631.01 0.57 0.06 0.30 47.401.02 0.58 0.06 0.31 47.03
1.10 0.70 0.07 0.33 46.80
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SANTE OTA LA"EFIN INIIO FIN INIIO FIN
msnm msnm msns m m
49.50 48.80 48.30 1.20 1.2049.00 48.30 47.80 1.20 1.2048.70 47.80 47.50 1.20 1.2048.40 47.50 47.20 1.20 1.20
48.40 47.70 47.20 1.20 1.20
48.00 47.20 46.80 1.20 1.20
48.60 47.80 47.40 1.20 1.20
49.20 48.30 48.00 1.20 1.20
49.60 48.80 48.40 1.20 1.2049.20 48.40 48.00 1.20 1.2048.60 48.00 47.40 1.20 1.2048.30 47.40 47.10 1.20 1.2048.00 47.10 46.80 1.20 1.20
48.40 47.70 47.20 1.20 1.2048.00 47.20 46.80 1.20 1.20
48.60 48.00 47.40 1.20 1.20
49.10 48.40 47.90 1.20 1.2048.60 47.90 47.40 1.20 1.2048.20 47.40 47.00 1.20 1.20
48.20 47.40 47.00 1.20 1.2048.00 47.00 46.80 1.20 1.2047.70 46.80 46.50 1.20 1.20
47.40 46.50 46.20 1.20 1.20
48.03 47.20 46.83 1.20 1.2047.80 46.83 46.45 1.20 1.3547.40 46.45 46.05 1.20 1.35
48.30 47.40 47.10 1.20 1.20
48.80 47.90 47.60 1.20 1.2048.30 47.60 47.10 1.20 1.20
47.80 47.10 46.60 1.20 1.20
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47.80 47.10 46.60 1.20 1.20
48.40 47.60 47.20 1.20 1.20
47.80 47.20 46.60 1.20 1.2047.40 46.60 46.20 1.20 1.20
47.80 46.80 46.60 1.20 1.2047.40 46.60 46.20 1.20 1.2047.10 46.20 45.90 1.20 1.2046.80 45.90 45.60 1.20 1.20
47.05 46.45 45.70 1.35 1.3546.30 45.70 44.95 1.35 1.35
48.00 47.20 46.80 1.20 1.2047.63 46.80 46.43 1.20 1.2047.40 46.43 46.05 1.20 1.3547.03 46.05 45.68 1.35 1.3546.80 45.68 45.30 1.35 1.50
46.30 45.30 44.80 1.50 1.50
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CUADRO DE CLCULO PARA EL DISEO DE REDES DE ALCANTARILLADO SA
PROYECTO
DESCRIPCION
TRAMO AREA AFERENTE POBLAI!
Propia Total Acumulada TramoInicio Fin Ha Ha Ha Hab
P-1 P-2 0.50 0.50 0.50 #REF!P-2 P-3 0.50 0.50 1.00P-3 P-4 0.35 0.35 1.35P-4 P-5 0.35 0.35 1.70
P-6 P-5 0.50 0.50 0.50 #REF!
P-5 P-11 0.50 0.50 0.50 #REF!
P-3 P-9 0.50 0.50 0.50 #REF!
P-2 P-8 0.50 0.50 0.50 #REF!
P-1 P-7 0.50 0.50 0.50 #REF!P-7 P-8 0.50 0.50 1.00P-8 P-9 0.50 1.50 2.50P-9 P-10 0.36 2.36 4.86
P-10 P-11 0.36 0.36 5.21
P-6 P-12 0.50 0.50 0.50 #REF!P-12 P-11 0.50 0.50 1.00
P-8 P-14 0.50 0.50 0.50 #REF!
P-7 P-13 0.50 0.50 0.50 #REF!P-13 P-14 0.50 0.50 1.00P-14 P-15 0.50 0.50 2.00
P-9 P-15 0.67 0.67 0.67 #REF!P-15 P-18 0.25 0.25 2.92P-18 P-19 0.36 0.36 3.28
P-19 P-20 0.36 0.36 3.64
P-12 P-17 0.50 0.50 0.50 #REF!P-17 P-21 0.50 0.50 1.00P-21 P-20 0.50 0.50 1.50
P-14 P-23 0.50 0.50 0.50 #REF!
P-13 P-22 0.50 0.50 0.50 #REF!P-22 P-23 0.50 0.50 1.00
P-23 P-24 0.50 0.50 2.00
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P-23 P-28 0.50 0.50 0.50 #REF!
P-22 P-27 0.50 0.50 0.50 #REF!
P-27 P-28 0.50 0.50 1.00P-28 P-29 0.50 0.50 2.00
P-18 P-24 0.25 0.25 0.25 #REF!P-24 P-29 0.67 0.67 2.92P-29 P-30 0.36 0.36 5.28P-30 P-31 0.36 0.36 5.64
P-21 P-26 0.50 0.50 0.50 #REF!P-26 P-32 0.50 0.50 1.00
P-5 P-11 0.50 0.50 2.70 #REF!P-11 P-16 0.52 0.52 9.43P-16 P-20 0.52 0.52 9.95P-20 P-25 0.52 0.52 15.61P-25 P-31 0.52 0.52 16.13
P-31 P-32 0.50 0.50 22.26
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NITARIO INTEGRANTES:
CASTRO PAOLA; COTE GINA;MUOZ
SER"IDA DOTAI!N A#DAL MEDIO DIARIO
Acumulada Por tramo AcumuladoHab L/Hab/dia L/s L/s
#REF! 150.00 0.80 #REF! #REF!#VALUE! 150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE!150.00 0.80 #VALUE!
#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!#REF! 150.00 0.80 #VALUE! #REF!
150.00 0.80 #VALUE!150.00 0.80 #VALUE!150.00 0.80 #VALUE!
#REF! 150.00 0.80 #REF! #REF!#REF! 150.00 0.80 #VALUE! #REF!
#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!#REF! 150.00 0.80 #VALUE! #REF!
150.00 0.80 #VALUE!
#REF! 150.00 0.80 #REF! #REF!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!
150.00 0.80 #VALUE! #VALUE!
#REF! 150.00 0.80 #REF! #REF!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!
#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!150.00 0.80 #VALUE! #VALUE!
150.00 0.80 #VALUE! #VALUE!
OEFIIENTERETORNO
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#REF! 150.00 0.80 #REF! #REF!
#REF! 150.00 0.80 #REF! #REF!
150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!
#REF! 150.00 0.80 #REF! #REF!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!
#REF! 150.00 0.80 #REF! #REF!150.00 0.80 #VALUE! #VALUE!
#REF! 150.00 0.80 #REF! #REF!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!150.00 0.80 #VALUE! #VALUE!
150.00 0.80 #VALUE! #VALUE!
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MARIA FERNANDA;VERGARA JAIRO; VILLALBA LINA
Harmon Acumulado Acumulado AcumuladoAdim$nsional L/s L/s L/s
#REF! #REF! 0.05 0.05#VALUE! 0.10 0.10#VALUE! #VALUE! 0.14 0.14#VALUE! #VALUE! 0.17 0.17
#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05#REF! #REF! 0.10 0.10
#VALUE! #VALUE! 0.25 0.25#VALUE! #VALUE! 0.49 0.49#VALUE! #VALUE! 0.52 0.52
#REF! #REF! 0.05 0.05#REF! #REF! 0.10 0.10
#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05#REF! #REF! 0.10 0.10
#VALUE! #VALUE! 0.20 0.20
#REF! #REF! 0.07 0.07#VALUE! #VALUE! 0.29 0.29#VALUE! #VALUE! 0.33 0.33
#VALUE! #VALUE! 0.36 0.36
#REF! #REF! 0.05 0.05#VALUE! #VALUE! 0.10 0.10#VALUE! #VALUE! 0.15 0.15
#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05#VALUE! #VALUE! 0.10 0.10
#VALUE! #VALUE! 0.20 0.20
FATORP#NTA
MA%IMOA#DAL ONE%IONES
ERRADASA#DAL
INFILTRAI!N
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#REF! #REF! 0.05 0.05
#REF! #REF! 0.05 0.05
#VALUE! #VALUE! 0.10 0.10#VALUE! #VALUE! 0.20 0.20
#REF! #REF! 0.03 0.03#VALUE! #VALUE! 0.29 0.29#VALUE! #VALUE! 0.53 0.53#VALUE! #VALUE! 0.56 0.56
#REF! #REF! 0.05 0.05#VALUE! #VALUE! 0.10 0.10
#REF! #REF! 0.27 0.27#VALUE! #VALUE! 0.94 0.94#VALUE! #VALUE! 1.00 1.00#VALUE! #VALUE! 1.56 1.56#VALUE! #VALUE! 1.61 1.61
#VALUE! #VALUE! 2.23 2.23
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R#&OSIDAD LON&IT#D PENDIENTE
Mannin' TramoL/s Adim$nsional m m/m ,
#REF! 0.01 100.00 0.01 0.50#VALUE! 0.01 100.00 0.01 0.50#VALUE! 0.01 60.00 0.01 0.50#VALUE! 0.01 60.00 0.01 0.50
#REF! 0.01 100.00 0.01 0.50
#REF! 0.01 100.00 0.00 0.40
#REF! 0.01 100.00 0.00 0.40
#REF! 0.01 100.00 0.00 0.30
#REF! 0.01 100.00 0.00 0.40#REF! 0.01 100.00 0.00 0.40
#VALUE! 0.01 100.00 0.01 0.60#VALUE! 0.01 60.00 0.01 0.50#VALUE! 0.01 60.00 0.01 0.50
#REF! 0.01 100.00 0.01 0.50#REF! 0.01 100.00 0.00 0.40
#REF! 0.01 100.00 0.01 0.60
#REF! 0.01 100.00 0.01 0.50#REF! 0.01 100.00 0.01 0.50
#VALUE! 0.01 100.00 0.00 0.40
#REF! 0.01 100.00 0.00 0.40#VALUE! 0.01 50.00 0.00 0.40#VALUE! 0.01 60.00 0.01 0.50
#VALUE! 0.01 60.00 0.01 0.50
#REF! 0.01 75.00 0.01 0.50#VALUE! 0.01 75.00 0.01 0.50#VALUE! 0.01 100.00 0.00 0.40
#REF! 0.01 100.00 0.00 0.30
#REF! 0.01 100.00 0.00 0.30#VALUE! 0.01 100.00 0.01 0.50
#VALUE! 0.01 100.00 0.01 0.50
A#DAL DEDISE(O)*d+
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#REF! 0.01 100.00 0.01 0.50
#REF! 0.01 100.00 0.00 0.40
#VALUE! 0.01 100.00 0.01 0.60#VALUE! 0.01 100.00 0.00 0.40
#REF! 0.01 50.00 0.00 0.40#VALUE! 0.01 100.00 0.00 0.40#VALUE! 0.01 60.00 0.01 0.50#VALUE! 0.01 60.00 0.01 0.50
#REF! 0.01 75.00 0.01 1.00#VALUE! 0.01 75.00 0.01 1.00
#REF! 0.01 100.00 0.00 0.40#VALUE! 0.01 75.00 0.01 0.50#VALUE! 0.01 75.00 0.01 0.50#VALUE! 0.01 75.00 0.01 0.50#VALUE! 0.01 75.00 0.01 0.50
#VALUE! 0.01 100.00 0.01 0.50
7/26/2019 alcantarillado pluvgfial
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DIAMETRO OMERIAL "ELOIDAD LLENO
Int$rior Nominal * "Pul'adas m mm Pul'adas L/s m/s
7.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 20.20 0.78
7.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 28.50 1.107.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 28.50 1.10
7.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 20.20 0.78
7.17 0.18 203.20 8.00 20.20 0.787.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 26.10 1.00
A#DALLLENO
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7.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 28.50 1.107.17 0.18 203.20 8.00 23.30 0.90
7.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.00
7.17 0.18 203.20 8.00 36.80 1.427.17 0.18 203.20 8.00 36.80 1.42
7.17 0.18 203.20 8.00 23.30 0.907.17 0.18 203.20 8.00 26.10 1.007.17 0.18 203.20 8.00 26.10 1.008.94 0.23 254.00 10.00 47.00 1.168.94 0.23 254.00 10.00 47.00 1.16
8.94 0.23 254.00 10.00 47.00 1.16
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012345-/* ./" t/T m/s 7 / do
#REF! 0.47 0.45 0.47 #REF!#VALUE! 0.49 0.49 0.49 #VALUE!#VALUE! 0.54 0.57 0.54 #VALUE!#VALUE! 0.57 0.62 0.57 #VALUE!
#REF! 0.47 0.45 0.47 #REF!
#REF! 0.47 0.45 0.45 #REF!
#REF! 0.47 0.45 0.45 #REF!
#REF! 0.49 0.49 0.45 #REF!
#REF! 0.47 0.45 0.45 #REF!#REF! 0.51 0.52 0.46 #REF!
#VALUE! 0.61 0.70 0.68 #VALUE!#VALUE! 0.75 0.92 0.75 #VALUE!#VALUE! 0.77 0.94 0.77 #VALUE!
#REF! 0.47 0.45 0.47 #REF!#REF! 0.47 0.45 0.45 #REF!
#REF! 0.45 0.42 0.49 #REF!
#REF! 0.47 0.45 0.47 #REF!#REF! 0.49 0.49 0.49 #REF!
#VALUE! 0.61 0.70 0.55 #VALUE!
#REF! 0.47 0.45 0.45 #REF!#VALUE! 0.67 0.79 0.61 #VALUE!#VALUE! 0.67 0.79 0.67 #VALUE!
#VALUE! 0.70 0.84 0.70 #VALUE!
#REF! 0.47 0.45 0.47 #REF!#VALUE! 0.49 0.49 0.49 #VALUE!#VALUE! 0.47 0.45 0.45 #VALUE!
#REF! 0.49 0.49 0.45 #REF!
#REF! 0.49 0.49 0.45 #REF!#VALUE! 0.49 0.49 0.49 #VALUE!
#VALUE! 0.59 0.66 0.59 #VALUE!
RELAI!N DEA#DAL
RELAION DE"ELOIDAD
RELAIONFTRATI"A
"ELOIDADREAL
RELAION DELAMINAS
7/26/2019 alcantarillado pluvgfial
28/38
#REF! 0.47 0.45 0.47 #REF!
#REF! 0.47 0.45 0.45 #REF!
0.49 0.49 0.54 #VALUE!0.61 0.70 0.55 #VALUE!
#REF! 0.47 0.45 0.45 #REF!#VALUE! 0.67 0.79 0.61 #VALUE!#VALUE! 0.78 0.95 0.78 #VALUE!#VALUE! 0.79 0.97 0.79 #VALUE!
#REF! 0.42 0.38 0.59 #REF!#VALUE! 0.45 0.42 0.63 #VALUE!
#REF! 0.66 0.76 0.59 #REF!#VALUE! 0.91 1.14 0.91 #VALUE!#VALUE! 0.92 1.15 0.92 #VALUE!#VALUE! 0.87 1.09 1.01 #VALUE!#VALUE! 0.88 1.08 1.02 #VALUE!
#VALUE! 0.95 1.18 1.10 #VALUE!
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RADIO HIDRA#LIOOTA RASANTE OTA LA"E
INIIO FIN INIIO FIN012365
m 8'/m9 mssm msnm msnm msns
#REF! #REF! 50.00 49.50 48.80 48.30#VALUE! #VALUE! 49.50 49.00 48.30 47.80#VALUE! #VALUE! 49.00 48.70 47.80 47.50#VALUE! #VALUE! 48.70 48.40 47.50 47.20
#REF! #REF! 48.90 48.40 47.70 47.20
#REF! #REF! 48.40 48.00 47.20 46.80
#REF! #REF! 49.00 48.60 47.80 47.40
#REF! #REF! 49.50 49.20 48.30 48.00
#REF! #REF! 50.00 49.60 48.80 48.40#REF! #REF! 49.60 49.20 48.40 48.00
#VALUE! #VALUE! 49.20 48.60 48.00 47.40#VALUE! #VALUE! 48.60 48.30 47.40 47.10#VALUE! #VALUE! 48.30 48.00 47.10 46.80
#REF! #REF! 48.90 48.40 47.70 47.20#REF! #REF! 48.40 48.00 47.20 46.80
#REF! #REF! 49.20 48.60 48.00 47.40
#REF! #REF! 49.60 49.10 48.40 47.90#REF! #REF! 49.10 48.60 47.90 47.40
#VALUE! #VALUE! 48.60 48.20 47.40 47.00
#REF! #REF! 48.60 48.20 47.40 47.00#VALUE! #VALUE! 48.20 48.00 47.00 46.80#VALUE! #VALUE! 48.00 47.70 46.80 46.50
#VALUE! #VALUE! 47.70 47.40 46.50 46.20
#REF! #REF! 48.40 48.03 47.20 46.83#VALUE! #VALUE! 48.03 47.80 46.83 46.45#VALUE! #VALUE! 47.80 47.40 46.45 46.05
#REF! #REF! 48.60 48.30 47.40 47.10
#REF! #REF! 49.10 48.80 47.90 47.60#VALUE! #VALUE! 48.80 48.30 47.60 47.10
#VALUE! #VALUE! 48.30 47.80 47.10 46.60
ESF#ER:OORTANTE
7/26/2019 alcantarillado pluvgfial
30/38
#REF! #REF! 48.30 47.80 47.10 46.60
#REF! #REF! 48.80 48.40 47.60 47.20
#VALUE! #VALUE! 48.40 47.80 47.20 46.60#VALUE! #VALUE! 47.80 47.40 46.60 46.20
#REF! #REF! 48.00 47.80 46.80 46.60#VALUE! #VALUE! 47.80 47.40 46.60 46.20#VALUE! #VALUE! 47.40 47.10 46.20 45.90#VALUE! #VALUE! 47.10 46.80 45.90 45.60
#REF! #REF! 47.80 47.05 46.45 45.70#VALUE! #VALUE! 47.05 46.30 45.70 44.95
#REF! #REF! 48.40 48.00 47.20 46.80#VALUE! #VALUE! 48.00 47.63 46.80 46.43#VALUE! #VALUE! 47.63 47.40 46.43 46.05#VALUE! #VALUE! 47.40 47.03 46.05 45.68#VALUE! #VALUE! 47.03 46.80 45.68 45.30
#VALUE! #VALUE! 46.80 46.30 45.30 44.80
7/26/2019 alcantarillado pluvgfial
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INIIO FIN
m m
1.20 1.201.20 1.201.20 1.201.20 1.20
1.20 1.20
1.20 1.20
1.20 1.20
1.20 1.20
1.20 1.201.20 1.201.20 1.201.20 1.201.20 1.20
1.20 1.201.20 1.20
1.20 1.20
1.20 1.201.20 1.201.20 1.20
1.20 1.201.20 1.201.20 1.20
1.20 1.20
1.20 1.201.20 1.351.20 1.35
1.20 1.20
1.20 1.201.20 1.20
1.20 1.20
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1.20 1.20
1.20 1.20
1.20 1.201.20 1.20
1.20 1.201.20 1.201.20 1.201.20 1.20
1.35 1.351.35 1.35
1.20 1.201.20 1.201.20 1.351.35 1.351.35 1.50
1.50 1.50
7/26/2019 alcantarillado pluvgfial
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Acum LONGITUD"m$% &"c'" (" (" m
P-1 P-2 0.50 0.50 100P-2 P-3 0.50 1.00 100
P-3 P-4 0.50 1.50 100P-4 P-5 1.00 2.50 150
P-6 P-5 0.50 0.50 100
P-5 P-11 0.50 0.50 100
P-4 P-10 0.50 0.50 100
P-3 P-9 0.50 0.50 100
P-2 P-8 0.50 0.50 100
P-1 P-7 0.50 0.50 100P-7 P-8 0.50 1.00 100P-8 P-9 0.50 1.50 100P-9 P-10 0.50 2.00 100
P-10 P-11 1.06 3.06 150
P-6 P-12 0.50 0.50 100P-12 P-11 0.50 1.00 100
P-9 P-15 0.50 0.50 100
P-8 P-14 0.50 0.50 100
P-7 P-13 0.50 0.50 100P-13 P-14 0.50 1.00 100P-14 P-15 0.50 1.50 100P-15 P-16 0.50 2.00 100
P-10 P-16 0.44 0.44 100P-16 P-17 0.25 0.69 50P-17 P-18 1.12 1.81 150
P-12 P-19 1.00 1.00 150P-19 P-18 0.50 1.50 150
P-15 P-22 0.50 0.50 100
AREAPROPIA
7/26/2019 alcantarillado pluvgfial
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P-14 P-21 0.50 0.50 100
P-13 P-20 0.50 0.50 100P-20 P-21 0.50 1.00 100P-21 P-22 0.50 1.50 100
P-22 P-23 0.50 2.00 100
P-22 P-26 0.50 0.50 100
P-21 P-25 0.50 0.50 100
P-20 P-24 0.50 0.50 100P-24 P-25 0.50 1.00 100P-25 P-26 0.50 1.50 100P-26 P-27 0.50 2.00 100
P-17 P-23 0.25 0.25 50P-23 P-27 0.44 0.69 100P-27 P-28 1.12 1.81 150
P-19 P-29 1.00 1.00 150
P-5 P-11 0.50 0.50 100P-11 P-18 1.06 1.56 150P-18 P-28 1.12 2.69 150P-28 P-29 0.50 3.19 100
7/26/2019 alcantarillado pluvgfial
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*%+$'%+%VELO,IDAD mm
/m m'+ m% m'+0.02 1 0.01 5.83 #DIV0!0.02 0.5 0.005 6.86 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!0.02 0.4 0.004 8.73 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!
0.02 0.4 0.004 7.23 #DIV0!
0.02 0.4 0.004 7.23 #DIV0!
0.02 0.3 0.003 7.73 #DIV0!
0.02 0.4 0.004 7.23 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!0.02 0.9 0.009 5.98 #DIV0!0.02 0.4 0.004 7.23 #DIV0!0.02 0.6 0.006 6.57 #DIV0!0.02 0.4 0.004 8.73 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!0.02 0.4 0.004 7.23 #DIV0!
0.02 0.6 0.006 6.57 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!0.02 0.9 0.009 5.98 #DIV0!0.02 0.5 0.005 6.86 #DIV0!0.02 0.4 0.004 7.23 #DIV0!
0.02 0.4 0.004 7.23 #DIV0!0.02 0.4 0.004 5.23 #DIV0!0.02 0.4 0.004 8.73 #DIV0!
0.02 0.4 0.004 8.73 #DIV0!0.02 0.4 0.004 8.73 #DIV0!
0.02 0.3 0.003 7.73 #DIV0!
,OEF DERETARDO
TIEPO DEENTRADA
TIEPO DE RE,ORRIDOTRAO
7/26/2019 alcantarillado pluvgfial
36/38
0.02 0.3 0.003 7.73 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!0.02 0.7 0.007 6.34 #DIV0!0.02 0.5 0.005 6.86 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!
0.02 0.4 0.004 7.23 #DIV0!
0.02 0.5 0.005 6.86 #DIV0!0.02 0.6 0.006 6.57 #DIV0!0.02 0.6 0.006 6.57 #DIV0!0.02 0.4 0.004 7.23 #DIV0!
0.02 0.4 0.004 5.23 #DIV0!0.02 0.4 0.004 7.23 #DIV0!0.02 0.4 0.004 8.73 #DIV0!
0.02 1 0.01 7.05 #DIV0!
0.02 0.4 0.004 7.23 #DIV0!0.02 0.4 0.004 8.73 #DIV0!0.02 0.4 0.004 8.73 #DIV0!0.02 0.5 0.005 6.86 #DIV0!
m'+ 5.23
7/26/2019 alcantarillado pluvgfial
37/38
INTENIDADm'+ mm&" c% mm&"
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 350.28
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 372.00
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 153.07#DIV0! 200 0.63 87.57#DIV0! 200 0.63 393.71
#DIV0! 200 0.63 350.28#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
TIEPO DE,ON,ENTRA,ION
,OEFE,ORRENTIA
,AUDAL DE DIEOTRAO
7/26/2019 alcantarillado pluvgfial
38/38
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14#DIV0! 200 0.63 175.14
#DIV0! 200 0.63 87.57#DIV0! 200 0.63 153.07#DIV0! 200 0.63 393.71
#DIV0! 200 0.63 350.28
#DIV0! 200 0.63 175.14#DIV0! 200 0.63 372.00#DIV0! 200 0.63 393.71#DIV0! 200 0.63 175.14