Hoja de Calculo de Plano Isometrico Final Expo

CALCULO DE LA ACOMETIDA

DATOS DEL FUIDO Und. Dn DiDensidad: 1000 Kg/m3 1 1/2 1.5 0.0381

Viscosidad Absoluta: 1.15E-03 Pas 1 1/4 1.25 0.031751 1 0.0254

DATOS DE LA TUBERIA Und. 3/4 0.75 0.01905Material PVC 1/2 0.5 0.0127

Rugosidad Absoluta: 0.0000015 m

DATO DATO DISEOInicio Final Q(l/s) Q(m3/s) L(m) Dn(Plg) Di(m) A(m2)A B 0.45 0.00045 13.930 1.00 0.02540 0.00051B C 0.45 0.00045 13.830 1.00 0.02540 0.00051

CALCULO DE LA ACOMETIDA

V max DIAMETRO 1 1/2 1 1/4 1 3/4 1/23.05 Codo 90 1.3 1.1 0.8 0.7 0.52.85 Valvula Compuerta 0.3 0.2 0.2 0.1 0.12.48 Medidor 2.002.201.90

DATOV(m/s) V max 0.6

DATOL+Le(m) J(m.c.a) Pi(m.c .a) Pi-J H Pf Accesorios

17.13 0.71 20.00 19.29 0.00 19.29 2 valvula compuerta 1", medidor14.63 0.60 19.29 18.69 13.83 4.86 codo 90 1"

Observaciontoma directa de red publicasube a tanque elevado (13.83m)

CALCULO DE LAS TUBERIAS DE DISTRIBUCION DE AGUA

DATOS DEL FUIDO Und. Dn Di V maxDensidad: 1000 Kg/m3 1 1/2 1.5 0.0381 3.05

Viscosidad Absoluta: 1.15E-03 Pas 1 1/4 1.25 0.03175 2.851 1 0.0254 2.48

DATOS DE LA TUBERIA Und. 3/4 0.75 0.01905 2.20Material PVC 1/2 0.5 0.0127 1.90

Rugosidad Absoluta: 0.0000015 m

DATO DATO DATO DISEOInicio Final UG Q(l/s) Q(m3/s) L(m) Dn(Plg) Di(m) A(m2) V(m/s)D E 57 1.21 0.00121 3.000 1.50 0.03810 0.00114 1.061E F 57 1.21 0.00121 7.360 1.50 0.03810 0.00114 1.061F G 26 0.67 0.00067 2.650 1.25 0.03175 0.00079 0.846G H 26 0.67 0.00067 2.000 1.25 0.03175 0.00079 0.846H I 26 0.67 0.00067 0.720 1.25 0.03175 0.00079 0.846I J 26 0.67 0.00067 3.000 1.25 0.03175 0.00079 0.846J K' 7 0.28 0.00028 0.490 0.75 0.01905 0.00029 0.982K L' 5 0.23 0.00023 0.910 0.75 0.01905 0.00029 0.807L LL' 2 0.08 0.00008 0.920 0.50 0.01270 0.00013 0.632J M 19 0.52 0.00052 3.100 1.25 0.03175 0.00079 0.657M N' 14 0.42 0.00042 0.490 0.75 0.01905 0.00029 1.474N ' 12 0.38 0.00038 0.910 0.75 0.01905 0.00029 1.333 O' 9 0.32 0.00032 0.920 0.75 0.01905 0.00029 1.123O P' 7 0.28 0.00028 4.170 0.75 0.01905 0.00029 0.982P Q' 5 0.23 0.00023 0.900 0.75 0.01905 0.00029 0.807Q R' 2 0.08 0.00008 0.930 0.50 0.01270 0.00013 0.632M S 5 0.23 0.00023 3.100 0.75 0.01905 0.00029 0.807S T 5 0.23 0.00023 2.750 0.75 0.01905 0.00029 0.807T U 5 0.23 0.00023 6.480 0.75 0.01905 0.00029 0.807U V' 5 0.23 0.00023 1.050 0.50 0.01270 0.00013 1.816V W' 2 0.08 0.00008 0.750 0.50 0.01270 0.00013 0.632

F X 31 0.77 0.00077 1.350 1.25 0.03175 0.00079 0.973X Y 3 0.12 0.00012 9.200 0.50 0.01270 0.00013 0.947Y Z' 3 0.12 0.00012 0.300 0.50 0.01270 0.00013 0.947X 1C 28 0.71 0.00071 0.170 1.25 0.03175 0.00079 0.8971C 1D 28 0.71 0.00071 2.000 1.25 0.03175 0.00079 0.8971D 1E 28 0.71 0.00071 1.700 1.25 0.03175 0.00079 0.8971E 1G 14 0.42 0.00042 3.000 1.00 0.02540 0.00051 0.8291G 1H' 7 0.28 0.00028 0.430 0.75 0.01905 0.00029 0.9821H 1I' 5 0.23 0.00023 0.930 0.75 0.01905 0.00029 0.8071I 1J' 2 0.08 0.00008 0.980 0.50 0.01270 0.00013 0.6321G 1K 7 0.28 0.00028 3.100 0.75 0.01905 0.00029 0.9821K 1L' 7 0.28 0.00028 0.430 0.75 0.01905 0.00029 0.9821L 1LL' 5 0.23 0.00023 0.930 0.75 0.01905 0.00029 0.8071LL 1M' 2 0.08 0.00008 0.980 0.50 0.01270 0.00013 0.6321E 1F 14 0.42 0.00042 0.230 1.00 0.02540 0.00051 0.8291F 1N 14 0.42 0.00042 3.000 1.00 0.02540 0.00051 0.8291N 1' 7 0.28 0.00028 0.430 0.75 0.01905 0.00029 0.9821 1O 5 0.23 0.00023 2.500 0.75 0.01905 0.00029 0.8071O 1P 5 0.23 0.00023 1.270 0.75 0.01905 0.00029 0.8071P 1Q' 2 0.08 0.00008 0.580 0.50 0.01270 0.00013 0.6321P 1R 3 0.12 0.00012 1.450 0.50 0.01270 0.00013 0.9471R 1S' 3 0.12 0.000123 0.540 0.50 0.01270 0.00013 0.9711N 1T 7 0.28 0.00028 3.100 0.75 0.01905 0.00029 0.9821T 1U' 7 0.28 0.00028 0.430 0.75 0.01905 0.00029 0.9821U 1V 5 0.23 0.00023 2.500 0.75 0.01905 0.00029 0.8071V 1W 5 0.23 0.00023 1.270 0.75 0.01905 0.00029 0.8071W 1X' 2 0.08 0.00008 0.580 0.50 0.01270 0.00013 0.6321W 1Y 3 0.12 0.00012 1.450 0.50 0.01270 0.00013 0.9471Y 1Z' 3 0.12 0.00012 0.540 0.50 0.01270 0.00013 0.947

CALCULO DE LAS TUBERIAS DE DISTRIBUCION DE AGUA

DIAMETRO 1 1/2 1 1/4 1 3/4 1/2Codo 90 1.3 1.1 0.8 0.7 0.5

TEE salida 2.8 2.3 1.7 1.4 1Valvula Compuerta 0.3 0.2 0.2 0.1 0.1

DATOV max 0.6

2.85 BIEN 26850.93 21166.6666666667 0.02413 0.04 2.30 3.651.90 BIEN 10461.40 8466.6666666667 0.03079 0.11 1.00 10.201.90 BIEN 10461.40 8466.6666666667 0.03079 0.11 1.00 1.302.85 BIEN 24758.65 21166.6666666667 0.02461 0.03 2.30 2.472.85 BIEN 24758.65 21166.6666666667 0.02461 0.03 1.10 3.102.85 BIEN 24758.65 21166.6666666667 0.02461 0.03 1.10 2.802.48 BIEN 18307.45 16933.3333333333 0.02653 0.04 1.70 4.702.20 BIEN 16273.29 12700 0.02737 0.07 1.50 1.932.20 BIEN 13367.34 12700 0.02879 0.05 1.40 2.331.90 BIEN 6974.27 8466.6666666667 0.03445 0.06 1.00 1.982.20 BIEN 16273.29 12700 0.02737 0.07 1.40 4.502.20 BIEN 16273.29 12700 0.02737 0.07 0.70 1.132.20 BIEN 13367.34 12700 0.02879 0.05 1.40 2.331.90 BIEN 6974.27 8466.6666666667 0.03445 0.06 1.00 1.982.48 BIEN 18307.45 16933.3333333333 0.02653 0.04 1.70 1.932.48 BIEN 18307.45 16933.3333333333 0.02653 0.04 0.80 3.802.20 BIEN 16273.29 12700 0.02737 0.07 1.50 1.932.20 BIEN 13367.34 12700 0.02879 0.05 1.40 3.902.20 BIEN 13367.34 12700 0.02879 0.05 0.80 2.071.90 BIEN 6974.27 8466.6666666667 0.03445 0.06 1.00 1.581.90 BIEN 10461.40 8466.6666666667 0.03079 0.11 1.00 2.451.90 BIEN 10722.93 8466.6666666667 0.03059 0.12 0.50 1.042.20 BIEN 16273.29 12700 0.02737 0.07 1.40 4.502.20 BIEN 16273.29 12700 0.02737 0.07 0.80 1.232.20 BIEN 13367.34 12700 0.02879 0.05 1.40 3.902.20 BIEN 13367.34 12700 0.02879 0.05 0.70 1.971.90 BIEN 6974.27 8466.6666666667 0.03445 0.06 1.00 1.581.90 BIEN 10461.40 8466.6666666667 0.03079 0.11 1.00 2.451.90 BIEN 10461.40 8466.6666666667 0.03079 0.11 0.50 1.04

DATOJ(m.c.a) Pi(m.c .a) Pi-J H Pf Accesorios

0.11 0.00 -0.11 3.00 4.82 valvula compuerta0.30 4.82 4.52 0.00 4.52 codo 90 1 1/2"0.14 4.52 4.38 0.00 4.38 tee salida bilateral 1 1/4"0.09 4.38 4.29 0.00 4.29 codo 90 1 1/4"0.05 4.29 4.24 0.00 4.24 codo 90 1 1/4"0.12 4.24 4.12 3.00 7.12 codo 90 1 1/4"0.14 7.12 6.98 0.00 6.98 tee salida bilateral 3/4", valvula compuerta 3/4"0.12 6.98 6.87 0.00 6.87 tee salida bilateral 3/4"0.11 6.87 6.76 0.00 6.76 tee salida bilateral 1/2"0.10 6.76 6.66 3.10 9.76 tee salida bilateral 1 1/4"0.29 9.76 9.48 0.00 9.48 tee salida bilateral 3/4", valvula compuerta 3/4"0.28 9.48 9.20 0.00 9.20 tee salida bilateral 3/4"0.21 9.20 8.99 0.00 8.99 tee salida bilateral 3/4"0.39 8.99 8.60 0.00 8.60 tee salida bilateral 3/4"0.12 8.60 8.48 0.00 8.48 tee salida bilateral 3/4"0.11 8.48 8.37 0.00 8.37 tee salida bilateral 1/2"0.23 8.37 8.15 3.10 11.25 tee salida bilateral 3/4"0.17 11.25 11.08 0.00 11.08 codo 90 3/4"0.36 11.08 10.72 0.00 10.72 codo 90 3/4"0.88 10.72 9.84 0.00 9.84 codo 90 1/2", valvula compuerta 1/2"0.10 9.84 9.74 0.00 9.74 tee salida bilateral 1/2"

0.13 9.74 9.61 0.00 9.61 tee salida bilateral 1 1/4"1.13 9.61 8.47 9.20 17.67 tee salida bilateral 1/2"0.14 17.67 17.53 0.00 17.53 tee salida bilateral 1/2"0.08 17.53 17.45 0.00 17.45 tee salida bilateral 1 1/4"0.10 17.45 17.35 0.00 17.35 codo 90 1 1/4"0.09 17.35 17.26 0.00 17.26 codo 90 1 1/4"0.17 17.26 17.09 3.00 20.09 tee salida bilateral 1"0.14 20.09 19.96 0.00 19.96 tee salida bilateral 3/4", valvula compuerta 3/4"0.12 19.96 19.84 0.00 19.84 tee salida bilateral 3/4"0.11 19.84 19.73 0.00 19.73 tee salida bilateral 1/2"0.32 19.73 19.41 3.10 22.51 tee salida bilateral 3/4"0.08 22.51 22.43 0.00 22.43 codo 90 3/4"0.12 22.43 22.31 0.00 22.31 tee salida bilateral 3/4"0.11 22.31 22.21 0.00 22.21 tee salida bilateral 1/2"0.07 22.21 22.14 0.00 22.14 tee salida bilateral 1"0.14 22.14 22.00 3.00 25.00 codo 90 1"0.14 25.00 24.86 0.00 24.86 tee salida bilateral 3/4", valvula compuerta 3/4"0.20 24.86 24.66 0.00 24.66 tee salida bilateral 3/4"0.10 24.66 24.56 0.00 24.56 codo 90 3/4"0.09 24.56 24.47 0.00 24.47 tee salida bilateral 1/2"0.27 24.47 24.20 0.00 24.20 tee salida bilateral 1/2"0.12 24.20 24.08 0.00 24.08 codo 90 1/2"0.32 24.08 23.76 3.10 26.86 tee salida bilateral 3/4"0.09 26.86 26.78 0.00 26.78 codo 90 3/4", valvula compuerta 3/4"0.20 26.78 26.58 0.00 26.58 tee salida bilateral 3/4"0.10 26.58 26.48 0.00 26.48 codo 90 3/4"0.09 26.48 26.39 0.00 26.39 tee salida bilateral 1/2"0.27 26.39 26.12 0.00 26.12 tee salida bilateral 1/2"0.12 26.12 26.01 0.00 26.01 codo 90 1/2"

Observacionbaja a azotea (3.00m)

baja a 3 piso (3m)lavatorioinodoroduchabaja a 2 piso (3.10m)lavatorioinodoroduchalavatorioinodoroduchabaja a 1 piso (3.10m)

inodorolavatorio

lavatorio

baja a 3 piso (3m)duchainodorolavatoriobaja a 2 piso (3.10m)duchainodorolavatorio

baja a 3 piso (3m)lavatorio

ducha

inodorobaja a 2 piso (3.10m)lavatorio

ducha

inodoro

TABLA DE CRANELONGITUDES EQUIVALENTES DE CRANE

13 1/2 0.3 0.4 0.5 0.2 0.2 0.3 0.2 0.2 0.419 3/4 0.4 0.6 0.7 0.3 0.3 0.4 0.2 0.2 0.525 1 0.5 0.7 0.8 0.4 0.3 0.5 0.2 0.3 0.732 1 1/4 0.7 0.9 1.1 0.5 0.4 1.0 0.3 0.4 0.938 1 1/2 0.9 1.1 1.6 0.6 0.5 0.7 0.3 0.5 1.050 2 1.1 1.4 1.7 0.8 0.6 0.9 0.4 0.7 1.563 2 1/2 1.3 1.7 2.0 0.9 0.8 1.0 0.5 0.9 1.975 3 1.6 2.1 2.5 1.2 1.0 1.3 0.7 1.1 2.2

100 4 2.1 2.8 3.4 1.5 1.3 1.6 0.7 1.6 3.2125 5 2.7 3.7 4.2 1.9 1.6 2.1 0.9 2.0 4.0150 6 3.4 4.3 4.9 2.3 1.9 2.5 1.1 2.5 5.0200 8 4.3 5.5 6.4 3.0 2.4 3.3 1.5 3.5 6.0250 10 5.5 6.7 7.9 3.8 3.0 4.1 1.8 4.5 7.5300 12 6.1 7.9 9.5 4.6 3.6 4.8 2.2 5.5 9.0350 14 7.3 9.5 100.5 5.3 4.4 5.4 2.5 6.2 11.0

TABLA DE CRANELONGITUDES EQUIVALENTES DE CRANE

0.1 4.9 2.6 0.3 1.0 1.0 3.6 0.4 1.1 1.60.1 6.7 3.6 0.4 1.4 1.4 5.6 0.5 1.6 2.40.2 8.2 4.6 0.5 1.7 1.7 7.3 0.7 2.1 3.20.2 11.3 5.6 0.7 2.3 2.3 10.0 0.9 2.7 4.00.3 13.4 6.6 0.9 2.6 2.8 11.6 1.0 3.2 4.80.4 17.4 8.5 1.1 3.5 3.5 14.0 1.5 4.2 6.40.4 21.0 10.0 1.3 4.3 4.3 17.0 1.9 5.2 6.10.5 26.0 13.0 1.6 5.2 5.2 20.0 2.2 6.3 9.70.7 34.0 17.0 2.1 6.7 6.7 23.0 3.2 6.4 12.90.9 43.0 21.0 2.7 8.4 8.4 30.0 4.0 10.4 16.11.1 51.0 26.0 3.4 10.0 10.0 39.0 5.0 12.5 19.31.4 67.0 34.0 43.0 13.0 13.0 52.0 6.0 16.0 25.01.7 85.0 43.0 5.5 16.0 16.0 65.0 7.5 20.0 32.02.1 102.0 51.0 6.1 19.0 19.0 78.0 9.0 24.0 38.02.4 120.0 60.0 7.3 22.0 22.0 90.0 11.0 28.0 45.0

CLCULO DE DESAGUE

Y 0.75D

= 240.00= 4.1887902053 rad

Sen = -0.8660254041d= 0.110S= 0.01

Ah= 0.0076454086 m2

Ph= 0.2303834613 m

Rh= 0.0331855792 m

MANNINGAh= 0.0076454086Rh= 0.0331855792

S= 0.01n= 0.010

Q= 0.0078952697 m3/s7.895269692 lt/s

V= 1.0326811941 m/s

DARCY-CHEZYAh= 0.0076454086Rh= 0.0331855792

S= 0.01

=( ) (^2/8 )

P= /2

R = /

= ( ^(2/3) ^(1/2)) /

=( ^(2/3)^(1/2)) /

Rugosidad abs = 0.0000015Viscosidad c = 0.000000000 m2/s

g= 9.81 m/s2

3.05407812E-006log= -5.5151198587

Q= 0.0136094273 m3/sQ= 13.6094273192 lt/s

5.71415763

3.05407812E-006log= -5.5151198587

V= 1.7800784778 m/s

CLCULO DE MONTANTE

r= 2/7d= 4

Q= 9.07 lt/seg

CLCULO DE RED DE DESAGUE

TRAMOINICIAL FINAL UD PENDIENTE DIAMETRO

C A 4 1% 2"C B 2 1% 2"D C 6 1% 2"D E 2 1% 2"F D 8 1% 4"G F 8 4"G H 8 1% 4"H I 6 1% 2"I J 2 1% 2"I K 4 1% 2"

Q=1.754 ^(5/3) ^(8/3)

(2 )log (/(14.8 )+(2.51 )/= 8 ( )4 8

=(2 )log (/(14.8 )+(2.51 )/8 ( )4 8

H L 2 1% 2"G LL 16 4"LL M 16 1% 4"V X 2 1% 2"V W 4 1% 2"T V 6 1% 2"T U 2 1% 2"S T 8 1% 4"N S 8 4"P R 2 1% 2"P Q 4 1% 2" P 6 1% 2" O 2 1% 2"N 8 1% 4"M N 16 4"R M 32 1% 4"R U' 2 1% 2"R B' 34 1% 4"Z Y 2 1% 2"Z A' 4 1% 2"B' Z 6 1% 2"L' M' 2 1% 2"L' LL' 4 1% 2"J' L' 6 1% 2"J' K' 2 1% 2"I' J' 8 1% 4"C' I' 8 4"F' H' 2 1% 2"F' G' 4 1% 2"D' F' 6 1% 2"D' E' 2 1% 2"C' D' 8 1% 4"B' C' 16 4"N' B' 56 4"Q' S' 2 1% 2"Q' R' 4 1% 2"O' Q' 6 1% 2"O' P' 2 1% 2"' O' 8 1% 4"N' ' 8 4"T' ' 64 1% 4"

COLECTOR PRINCIPAL: 64 UD

DE COLECTOR PRINCIPAL = 4"

DIAMETRO

3.5"4"5"6"8"9"

10"12"16"18"24"

CLCULO DE DESAGUE

Y 0.75D

= 240.00= 4.1887902053 rad

Sen = -0.8660254041d= 0.110S= 0.01

Ah= 0.0076454086 m2

Ph= 0.2303834613 m

Rh= 0.0331855792 m

MANNING

SEGN EL REGLAMENTO NACIONAL DE EDIFICACIONES PARA 64 UD OBTENDREMOS =4

=( ) (^2/8 )

P= /2

R = /

Ah= 0.0076454086Rh= 0.0331855792

S= 0.01n= 0.010

Q= 0.0078952697 m3/s7.895269692 lt/s

V= 1.0326811941 m/s

DARCY-CHEZYAh= 0.0076454086Rh= 0.0331855792

S= 0.01Rugosidad abs = 0.0000015Viscosidad c = 0.000001519 m2/s

g= 9.81 m/s2

0.0001810327log= -3.7422429088

Q= 0.0092345741 m3/sQ= 9.2345740768 lt/s

1.33930438

0.0001810327log= -3.7422429088

V= 1.2078588011 m/s

= ( ^(2/3) ^(1/2)) /

=( ^(2/3)^(1/2)) /

(2 )log (/(14.8 )+(2.51 )/= 8 ( )4 8

=(2 )log (/(14.8 )+(2.51 )/8 ( )4 8

CLCULO DE DESAGUE

Y/D 30% 132.8450% 180.0075% 240.0080% 253.74

Material nPlstico (PE, PVC) 0.010

0,009

Acero 0,010-0,011Hierro galvanizado 0,015-0,017

Fundicin 0,012-0,015

0,016-0,022

0,013-0,016

Hormign 0,012-0,017

Rugosidad AbsolutaMaterial

PolietilenoPVC

COEFICIENTE DE RUGOSIDAD DE MANNING

Poliester reforzado con fibra de vidrio

Hormign revestido con gunita

Revestimiento bituminoso

AluminioAcero estirado Acero estirado Acero galvanizAcero galvanizFundicion (NueAsfaltadasHormigon (SupeHormigon armHormigon (usa

58.013239741.99

CLCULO DE MONTANTE

CLCULO DE RED DE DESAGUE

APARATO TIPO NIVELINODORO RAMAL 3 PISODUCHA RAMAL 3 PISO

RAMAL 3 PISOLAVADERO RAMAL 3 PISO

RAMAL 3 PISOMONTANTE BAJA AL 2 PISO

RAMAL 2 PISORAMAL 2 PISO

DUCHA RAMAL 2 PISOINODORO RAMAL 2 PISO

LAVADERO RAMAL 2 PISOMONTANTE BAJA AL 1 PISOCOLECTOR 1 PISO

LAVADERO RAMAL 3 PISOINODORO RAMAL 3 PISO

RAMAL 3 PISODUCHA RAMAL 3 PISO




RAMAL 2 PISOMONTANTE BAJA AL 1 PISOCOLECTOR 1 PISO

SUMIDERO RAMAL 1 PISOCOLECTOR 1 PISO


RAMAL 1 PISOLAVADERO RAMAL 3 PISOINODORO RAMAL 3 PISO









DIAMETROmm m

90.00 0.090110.00 0.110140.00 0.140160.00 0.160200.00 0.200225.00 0.225250.00 0.250315.00 0.315400.00 0.400500.00 0.500630.00 0.630

CLCULO DE DESAGUE

Y/D 30% 132.8450% 180.0075% 240.0080% 253.74

SEGN EL REGLAMENTO NACIONAL DE EDIFICACIONES PARA 64 UD OBTENDREMOS =4

COEFICIENTE DE RUGOSIDAD DE MANNING

Material nPlstico (PE, PVC) 0.010

0,009

Acero 0,010-0,011Hierro galvanizado 0,015-0,017


0,016-0,022

0,013-0,016

Hormign 0,012-0,017

Viscosidad cinematica del agua a diferentes T Rugosidad Absolutam2/s T Material

0.000001568 4 Polietileno0.000001519 5 PVC0.000001310 10 Aluminio0.000001146 15 Acero estirado 0.000001011 2 Acero estirado 0.000000803 30 Acero galvaniz0.000000659 40 Acero galvaniz0.000000556 50 Fundicion (Nue0.000000478 60 Asfaltadas0.000000416 70 Hormigon (Supe

Hormigon armHormigon (usa

85.496847214.50


Hormign revestido con gunita

Revestimiento bituminoso

CLCULO DE DESAGUE

DIAMETRO mm m

3.5" 90.00 0.0904" 110.00 0.1105" 140.00 0.1406" 160.00 0.1608" 200.00 0.2009" 225.00 0.225

10" 250.00 0.25012" 315.00 0.31516" 400.00 0.40018" 500.00 0.50024" 630.00 0.630

Rugosidad Absoluta

0.0020.0015

0.0015-0.060.02-0.10

1.2-1.50.07-0.100.10-0.150.25-1.000.12-0.30

0.3-0.82.50.6

CLCULO DE MONTANTE

CLCULO DE DESAGUE

Rugosidad Absoluta

0.0020.0015

0.0015-0.060.02-0.10

1.2-1.50.07-0.100.10-0.150.25-1.000.12-0.30

0.3-0.82.50.6

CLCULO DE RED DE AGUAS PLUVIALES

DIAMETRO

3.5"4"5"6"8"9"

10"12"16"18"24"

CLCULO DE CANALETA

Y 0.75D

= 132.84= 2.31855896 rad

Sen = 0.73321211d= 0.200S= 0.01

Ah= 0.00792673 m2

Ph= 0.2318559 m

Rh= 0.03418819 m

MANNINGAh= 0.00792673

Rh= 0.03418819

=( ) (^2/8 )

P= /2

R = /

S= 0.01n= 0.010

Q= 0.00834984 m3/s8.34984475 lt/s

V= 1.05337766 m/s

DARCY-CHEZYAh= 0.00792673Rh= 0.03418819

S= 0.01Rugosidad abs = 0.0000015Viscosidad c = ### m2/s

g= 9.81 m/s2

0.00017306log= -3.7618043

Q= 0.00976873 m3/sQ= 9.76872911 lt/s

0.00017306log= -3.7618043

V= 1.23237752 m/s

CLCULO DE MONTANTE-1 METODO

d 0.11 m

= ( ^(2/3) ^(1/2)) /

=( ^(2/3)^(1/2)) /

(2 )log (/(14.8 )+(2.51 )/= 8 ( )4 8

=(2 )log (/(14.8 )+(2.51 )/8 ( )4 8

C: Coef. de escorrentiaFuente: Hernndez, 2002 I: Int. de precipitacion

A: Area de coberturaQ= 0.00677203 m3/segQ= 6.77203002 lt/s

AREA TUBERIAA= 0.00950332

VELOCIDAD

v= 0.7125964

= ^(2)/4

=/

=0.278

CLCULO DE RED DE AGUAS PLUVIALES

DIAMETROmm m

90.00 0.090110.00 0.110140.00 0.140160.00 0.160200.00 0.200225.00 0.225250.00 0.250315.00 0.315400.00 0.400500.00 0.500630.00 0.630

CLCULO DE CANALETA

Y/D 30% 132.8450% 180.0075% 240.0080% 253.74

Material n0.010

COEFICIENTE DE RUGOSIDAD DE

MANNING Plstico (PE,

PVC)

0,009

Acero 0,010-0,011

0,015-0,017


0,016-0,022

0,013-0,016

Hormign 0,012-0,017Fuente: www.vaxasoftware.com

Viscosidad cinematica del agua a diferentes T Rugosidad Absolutam2/s T Material### 4 Polietileno### 5 PVC### 10 Aluminio### 15 Acero estirado ### 2 Acero estirado ### 30 Acero galvaniz### 40 Acero galvaniz### 50 Fundicion (Nue### 60 Asfaltadas### 70 Hormigon (Supe

Fuente: www.vaxasoftware.com Hormigon armHormigon (usaFuente: www.vaxasoftware.com


DIAMETRO


Hierro galvanizado

Hormign revestido con

gunitaRevestimiento

bituminoso

mm mCoef. de escorrentia 0.85 3.5" 90.00 0.090Int. de precipitacion 110.2 mm/h 4" 110.00 0.110Area de cobertura 0.00026006 km2 5" 140.00 0.140

6" 160.00 0.1608" 200.00 0.2009" 225.00 0.225

10" 250.00 0.25012" 315.00 0.31516" 400.00 0.40018" 500.00 0.50024" 630.00 0.630

CLCULO DE CANALETA

Rugosidad Absoluta

0.0020.0015

0.0015-0.060.02-0.10

1.2-1.50.07-0.100.10-0.150.25-1.000.12-0.30

0.3-0.82.50.6

Fuente: www.vaxasoftware.com


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Hoja de Calculo de Plano Isometrico Final Expo