COEFICIENTE DE ESCORRENTIA 0.

95
INTENSIDAD DE LLUVIA (Lps/m2) 0.056 375 LPS/HA 0.0375
AREA DE CUENCA (m2) 100 460 LPS/HA 0.046
Q (L/SEG) 5.32 0.00532 550 LPS/HA 0.055

CANAL RECTANGULAR
b (m) 0.15
y (m) 0.16
FACTOR DE FRICCION 0.012 DIAM. PULG
AREA MODAJA (M2) 0.024 240 3
PERIMETRO (m) 0.47 4
RADIO HIDRAULICO (M2) 0.05106383 5
PENDIENTE 0.005 6
Q canal (m3/seg) 0.01946513 19.4651275 7
8
CANAL CIRCULAR 10
COEF. RUGOSIDAD n 0.012
DIAMETRO (M) 0.1 COEFICIENTE
FACTOR DE FRICCION 0.012 PAVIMENTO DE CONCRE
PENDIENTE 0.01 PAVIMENTO DE ASFALT
AREA MOJADA LLENO 0.00785 PAVIMENTO DE LADRILLO
PERIMETRO MOJADO LLENO TEJADOS Y AZOTEAS
RADIO HIDRAULICO LLENO 0.025 PATIOS PAVIMENTADOS
Q canal (m3/seg) 0.00559305 5.59 CAMINOS DE GRAVA
Nº TUBOS 0.95118111 JARDINES Y ZONAS VERD
VELOCIDAD m/seg 0.71248998 PRADERAS
COEF. C 45.0618228
VELOCIDAD chezy m/seg 0.71248998 COEFICIENTE
MATERIA
COLECTORES CERRADOS PR
PVC
PEAD
FIBERGLASS
ACERO
HIERRO FUNDIDO
HIERRO FUNDIDO DUCTIL
ARCILLA VITRIFICADA
CONCRETO DIAM >61CM (24")
CONCRETO DIAM <53CM (21")

COLECTORES CERRADOS VA
CONCRETO

CANALES
REVESTIMIENTO DE ASFALTO
REVESTIMIENTO DE CONCRE
EXCAVADOS EN TIERRA
LECHOS PEDREGOSOS Y TAL
 LPS/M2 135 LPH 135 MM/HORA
LPS/M2 165.6 LPH 165.6 MM/HORA
LPS/M2 198 LPH 198 MM/HORA
0.055

DIAM. CM AREA CM2 AREA M2

7.62 45.580554 0.004558055
10.16 81.032096 0.00810321
12.7 126.61265 0.012661265
15.24 182.322216 0.018232222
17.78 248.160794 0.024816079
20.32 324.128384 0.032412838
25.4 506.4506 0.05064506

COEFICIENTES DE ESCORRENTIA
PAVIMENTO DE CONCRETO 0.7 0.95
PAVIMENTO DE ASFALTO 0.7 0.95
PAVIMENTO DE LADRILLOS 0.7 0.85
TEJADOS Y AZOTEAS 0.75 0.95
PATIOS PAVIMENTADOS 0.85
CAMINOS DE GRAVA 0.3
JARDINES Y ZONAS VERDES 0.3
PRADERAS 0.2

COEFICIENTES DE RUGOSIDAD
MATERIAL
COLECTORES CERRADOS PREFABRICADOS
PVC 0.012
PEAD 0.012
FIBERGLASS 0.012
ACERO 0.012
HIERRO FUNDIDO 0.012
HIERRO FUNDIDO DUCTIL 0.012
ARCILLA VITRIFICADA 0.013
CONCRETO DIAM >61CM (24") 0.013
CONCRETO DIAM <53CM (21") 0.015

COLECTORES CERRADOS VACIADOS EN SITIO

CONCRETO 0.014

CANALES
REVESTIMIENTO DE ASFALTO 0.015
REVESTIMIENTO DE CONCRETO 0.015
EXCAVADOS EN TIERRA .022-.030
LECHOS PEDREGOSOS Y TALUDES CON GRAMA 0.035
CANAL n b (m) y (m) A (m2)
EJE 4 0.012 0.15 0.16 0.024
EJE 1 0.012 0.1 0.11 0.011
P (m) R (m) So (%) Q (m3/seg) Q (L/seg) AREA TRIBUTARIA
CANAL
0.47 0.051 0.5% 0.019 19.465 LARGO (m) ANCHO (m)
0.32 0.034 0.5% 0.007 6.853 EJE 4 5 10
EJE 1 5 3

AREA TRIBUTARIA
CANAL
LARGO (m) ANCHO (m)
EJE 4 10 10
EJE 1 10 3
 AREA TRIBUTARIA
BAJANTES EJE 4
LARGO (m) ANCHO (m)
C I (mm/H) Q (L/seg)
EJE 1 10 10
0.95 200 2.639 EJE 2 10 10
0.95 200 0.792 EJE 3 10 10

AREA TRIBUTARIA
C I (mm/H) Q (L/seg) BAJANTES EJE 1
LARGO (m) ANCHO (m)
0.95 200 5.278 EJE 1 10 3
0.95 200 1.583 EJE 2 10 3
EJE 3 10 3
A TRIBUTARIA f BAJANTE SECCION EQUIV. TRAMO f (Pulg.) n So (%) A (m2)
AREA (m2) (Pulg.)* Bx (m) By (m) 1-2 4 0.012 1% 0.0081
100 4" 0.1 0.1 2-3 6 0.012 1% 0.0182
100 4" 0.1 0.1 3-4 6 0.012 1% 0.0182
100 4" 0.1 0.1

A TRIBUTARIA f BAJANTE SECCION EQUIV.

AREA (m2) (Pulg.)* Bx (m) By (m)
30 2 1/2" 0.07 0.07
30 2 1/2" 0.07 0.07
30 2 1/2" 0.07 0.07
R =d/4 Q lleno (L/seg) Q real (L/seg)
0.025 5.70 5.28 Qlleno>Q real Ok!
0.037 16.79 10.56 Qlleno>Q real Ok!
0.037 16.79 15.83 Qlleno>Q real Ok!
COEFICIENTE DE ESCORRENTIA 0.3
INTENSIDAD DE LLUVIA (Lps/m2) 0.056
AREA DE CUENCA (m2) 6682
Q (L/SEG) 112.2576 0.1122576 m3/seg

CUNETA EN V
B (m) 0.6
y (m) 0.2
FACTOR DE FRICCION 0.011
AREA MODAJA (M2) 0.06
PERIMETRO (m) 0.722
RADIO HIDRAULICO (M2) 0.0831024930747922
PENDIENTE 0.01
Q canal (m3/seg) 0.103872663301621 103.872663301621

AREA TERRENO (m2) AREA ASFALTO (m2) AREA TOTAL (m2)

AREA 1 5043.1 907 5950.1
AREA 2 4375.4 211 4586.4
AREA 3 0 143 143

AREA 4 1331.3 1153 2484.3

AREA 5 1764 303 2067

AREA 6 1096 230 1326

AREA 7 0 450 450
AREA 8 2059 424 2483

AREA 9 0 652 652

AREA 10 1367.6 1309 2676.6

AREA 11 1656 658 2314

AREA 12 388.8 230 618.8

AREA 13 0 450 450
AREA 14 759.1 160 919.1
AREA 15 0 390 390
AREA 16 921.2 397 1318.2
AREA 17 0 127 127
AREA 18 0 459 459

AREA 19 291.6 296 587.6

AREA 20 0 152 152

AREA 21 384.1 301 685.1

 525
0.0525 380 lps/ha
0.038
200 mm/hora
0.2 m3/hora
200 l/h
0.0555555556 l/seg
555.55555556 lps/ha

C terreno C asfalto C ponderado I Q = C.I.A(l/seg) Q acumulado

0.3 0.95 0.40 0.056 132.97648 132.97648
0.3 0.95 0.33 0.056 84.73192 217.7084
0.3 0.95 0.95 0.056 7.6076 225.316

0.3 0.95 0.60 0.056 83.70544 83.70544

0.3 0.95 0.40 0.056 45.7548 129.46024

0.3 0.95 0.41 0.056 30.6488 30.6488

0.3 0.95 0.95 0.056 23.94 54.5888
0.3 0.95 0.41 0.056 57.148 111.7368

0.3 0.95 0.95 0.056 34.6864 34.6864

0.3 0.95 0.62 0.056 92.61448 127.30088

0.3 0.95 0.48 0.056 62.8264 62.8264

0.3 0.95 0.54 0.056 18.76784 18.76784

0.3 0.95 0.95 0.056 23.94 42.70784
0.3 0.95 0.41 0.056 21.26488 63.97272
0.3 0.95 0.95 0.056 20.748 84.72072
0.3 0.95 0.50 0.056 36.59656 121.31728
0.3 0.95 0.95 0.056 6.7564 128.07368
0.3 0.95 0.95 0.056 24.4188 24.4188

0.3 0.95 0.63 0.056 20.64608 20.64608

0.3 0.95 0.95 0.056 8.0864 28.73248

0.3 0.95 0.59 0.056 22.46608 22.46608

P Q cuneta(lps) diferencia
0.02 146.90 13.92
0.05 232.27 14.56
0.05 232.27 6.95

0.02 146.90 63.19

0.05 232.27 102.81

0.01 103.87 73.22

0.01 103.87 49.28
0.027 170.68 58.94

0.041 210.33 175.64

0.01 103.87 -23.43

0.005 73.45 10.62

0.01 103.87 85.10

0.01 103.87 61.16
0.01 103.87 39.90
0.041 210.33 125.61
0.041 210.33 89.01
0.041 210.33 82.25
0.005 73.45 49.03

0.028 173.81 153.17

0.041 210.33 181.59

0.027 170.68 148.21