calculo hidraulico maravilca (recalculado etr 05-08-15)

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DIAMETROS DEL SISTEMA COLECTOR A "0.75 D" DEL DIAMETRO NOMBRE DEL PROYECTO: Departamento JUNIN Provincia CONCEPCION Distrito MATAHUASI Ubicación: MARAVILCA VIVIENDAS EN TOTAL= 302 VIVIENDAS CON LETRINAS= 0 VIVIENDAS A LA RED COLECTORA= 302 DENSIDAD 6 POBLACION ACTUAL 1812 hab TASA DE CRECIMIENTO 1.2 % PERIODO DE DISEÑO 20 años POBLACION FUTURA Pf = Po * ( 1+ r)^t 2300 hab DOTACION 180 LT/HAB/DIA CAUDAL DE AGUAS RESIDUALES Qprom. = 0.80 * Pob.* Dot./1,000 331.2309693 m3/d CAUDAL MAXIMO HORARIO (M3/Sg) Qmáx. horario = 1.3 x 2 x Qprom. 0.009967599 m3/s CAUDAL DE INFILTRACION (M3/Sg) Longitud total de la red 13.9320 km 0.001 m3/s 0.01393195 m3/s CAUDAL DE DISEÑO 0.02390 m3/s CAUDAL DE DISEÑO - UNITARIO 0.001715 l/s/m VERIFICACION DE DIAMETROS ( H = 3/4 D ) Valor de n 0.010 Utilizando Manning Q = 0.284 x d^(8/3) x S^0.5 / n V = 0.450 x d^(2/3) x S^0.5 /V tramo = Q tramo / A mojada MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN Ti=Tasa de contribucion de infiltracion que depende de condiconnes locales tales como nivel freatico, naturalesa del subsuelo, material de la tuberia y tipo de junta utilizada el valor adquirido debe ser justificada: 0.05 a 1.00 l/s/km

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DIAMETROS DEL SISTEMA COLECTOR

A "0.75 D" DEL DIAMETRO

NOMBRE DEL PROYECTO:

Departamento JUNIN

Provincia CONCEPCIONDistrito MATAHUASI

Ubicación: MARAVILCA

VIVIENDAS EN TOTAL= 302

VIVIENDAS CON LETRINAS= 0

VIVIENDAS A LA RED COLECTORA= 302

DENSIDAD 6

POBLACION ACTUAL 1812 hab

TASA DE CRECIMIENTO 1.2 %

PERIODO DE DISEÑO 20 años

POBLACION FUTURA

Pf = Po * ( 1+ r)^t 2300 hab

DOTACION 180 LT/HAB/DIA

CAUDAL DE AGUAS RESIDUALES

Qprom. = 0.80 * Pob.* Dot./1,000 331.2309693073 m3/d

CAUDAL MAXIMO HORARIO (M3/Sg)

Qmáx. horario = 1.3 x 2 x Qprom. 0.009967598613 m3/s

CAUDAL DE INFILTRACION (M3/Sg)

Longitud total de la red 13.9320 km

0.001 m3/s

0.01393195 m3/s

CAUDAL DE DISEÑO 0.02390 m3/s

CAUDAL DE DISEÑO - UNITARIO 0.001715 l/s/m

VERIFICACION DE DIAMETROS ( H = 3/4 D )

Valor de n 0.010

Utilizando Manning

Q = 0.284 x d^(8/3) x S^0.5 / n

V = 0.450 x d^(2/3) x S^0.5 / n V tramo = Q tramo / A mojada

MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y

CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Ti=Tasa de contribucion de infiltracion que depende de condiconnes locales tales como nivel freatico, naturalesa del subsuelo, material de la tuberia y tipo de junta utilizada el valor adquirido debe ser justificada: 0.05 a 1.00 l/s/km

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

CALLE IGLESIA

1.00 Arranque C33 3287.117 1.20 3285.917 B33 3287.047 1.37 3285.677 30.00 0.00800 0.0515 0.0515 1.50 200 0.00539618 38.18 1.21 0.04 0.59 0.13 1.31

2.00 B33 3287.047 1.37 3285.677 A33 3287.732 2.60 3285.132 85.00 0.00641 0.1458 0.0515 0.1973 1.50 200 0.00539618 34.18 1.09 0.04 0.54 0.14 1.10

CALLE MARAVILCA

Arranque M1 3289.353 1.20 3288.153 M2 3290.234 2.60 3287.634 60.00 0.00865 0.1029 0.1029 1.50 200 0.00539618 39.70 1.26 0.04 0.60 0.13 1.40

M2 3290.234 2.60 3287.634 M3 3288.778 1.75 3287.028 75.50 0.00803 0.1295 0.1029 0.2324 1.50 200 0.00539618 38.24 1.22 0.04 0.59 0.13 1.32

M3 3288.778 1.75 3287.028 M4 3287.877 1.45 3286.427 75.00 0.00801 0.1287 0.2324 0.3611 1.50 200 0.00539618 38.21 1.22 0.04 0.59 0.13 1.32

M4 3287.877 1.45 3286.427 M5 3287.121 1.25 3285.871 70.00 0.00794 0.1201 0.3611 0.4812 1.50 200 0.00539618 38.04 1.21 0.04 0.58 0.13 1.30

M5 3287.121 1.25 3285.871 B34 3286.957 1.55 3285.407 72.20 0.00643 0.1239 0.4812 0.6050 1.50 200 0.00539618 34.22 1.09 0.04 0.54 0.14 1.11

CARRETRA CENTRAL

1.00 Arranque 139 3291.190 1.30 3289.890 138 3290.860 1.60 3289.260 71.02 0.00887 0.1218 0.1218 1.50 200 0.00539618 40.20 1.28 0.04 0.61 0.13 1.44

2.00 138 3290.860 1.60 3289.260 137 3290.360 1.68 3288.680 71.02 0.00817 0.1218 0.1218 0.2437 1.50 200 0.00539618 38.57 1.23 0.04 0.59 0.13 1.34

3.00 137 3290.360 1.68 3288.680 136 3289.910 1.74 3288.170 71.02 0.00718 0.1218 0.2437 0.3655 1.50 200 0.00539618 36.17 1.15 0.04 0.56 0.14 1.21

4.00 136 3289.910 1.74 3288.170 135 3289.682 1.93 3287.752 71.02 0.00589 0.1218 0.3655 0.4873 1.50 200 0.00539618 32.74 1.04 0.05 0.53 0.15 1.04

5.00 135 3289.682 1.93 3287.752 134 3289.330 1.86 3287.470 71.02 0.00397 0.1218 0.4873 0.6092 1.50 200 0.00539618 26.89 0.86 0.06 0.46 0.16 0.77

6.00 134 3289.330 1.86 3287.470 133 3288.700 1.52 3287.180 71.02 0.00408 0.1218 0.6092 0.7310 1.50 200 0.00539618 27.27 0.87 0.05 0.46 0.16 0.78

7.00 133 3288.700 1.52 3287.180 132 3288.265 1.36 3286.905 71.02 0.00387 0.1218 0.7310 0.8528 1.50 200 0.00539618 26.56 0.84 0.06 0.46 0.16 0.75

8.00 568.16 132 3288.265 1.36 3286.905 131 3287.850 1.23 3286.620 71.02 0.00401 0.1218 0.8528 0.9746 1.50 200 0.00539618 27.04 0.86 0.06 0.46 0.16 0.77

9.00 131 3287.850 1.23 3286.620 130 3287.615 1.30 3286.315 71.02 0.00429 0.1218 0.9746 1.0965 1.50 200 0.00539618 27.97 0.89 0.05 0.47 0.16 0.81

10.00 Arranque A24 3291.297 1.20 3290.097 A25 3290.830 1.35 3289.480 70.00 0.00881 0.1201 0.1201 1.50 200 0.00539618 40.07 1.27 0.04 0.61 0.13 1.43

11.00 A25 3290.830 1.35 3289.480 A26 3290.513 1.60 3288.913 70.00 0.00810 0.1201 0.1201 0.2402 1.50 200 0.00539618 38.41 1.22 0.04 0.59 0.13 1.33

12.00 A26 3290.513 1.60 3288.913 A27 3290.131 1.80 3288.331 70.00 0.00831 0.1201 0.2402 0.3602 1.50 200 0.00539618 38.92 1.24 0.04 0.60 0.13 1.36

13.00 A27 3290.131 1.80 3288.331 A28 3289.761 1.95 3287.811 70.00 0.00743 0.1201 0.3602 0.4803 1.50 200 0.00539618 36.79 1.17 0.04 0.57 0.14 1.25

14.00 A28 3289.761 1.95 3287.811 A29 3289.368 2.00 3287.368 70.00 0.00633 0.1201 0.4803 0.6004 1.50 200 0.00539618 33.95 1.08 0.04 0.54 0.14 1.10

15.00 A29 3289.368 2.00 3287.368 A30 3288.960 2.00 3286.960 70.00 0.00583 0.1201 0.6004 0.7205 1.50 200 0.00539618 32.58 1.04 0.05 0.52 0.15 1.03

16.00 A30 3288.960 2.00 3286.960 A31 3288.618 2.05 3286.568 70.00 0.00560 0.1201 0.7205 0.8406 1.50 200 0.00539618 31.94 1.02 0.05 0.52 0.15 1.00

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

17.00 A31 3288.618 2.05 3286.568 A32 3288.181 2.05 3286.131 70.00 0.00624 0.1201 0.8406 0.9607 1.50 200 0.00539618 33.72 1.07 0.04 0.54 0.14 1.09

18.00 A32 3288.181 2.05 3286.131 A33 3287.732 2.60 3285.132 70.00 0.01427 0.1201 0.9607 1.0807 1.50 200 0.00539618 50.99 1.62 0.03 0.72 0.12 2.06

19.00 A33 3287.732 2.60 3285.132 A34 3287.389 2.65 3284.739 70.00 0.00561 0.1201 1.0807 0.20 1.3981 1.50 200 0.00539618 31.98 1.02 0.05 0.52 0.15 1.00

20.00 A34 3287.389 2.65 3284.739 B34 3286.953 2.40 3284.553 36.60 0.00508 0.0628 1.3981 1.4609 1.50 200 0.00539618 30.43 0.97 0.05 0.50 0.15 0.93

B34 3286.957 2.40 3284.557 A35 3286.953 2.60 3284.353 33.40 0.00611 0.0573 1.4609 0.61 2.1232 2.12 200 0.00530877 33.36 1.06 0.06 0.59 0.17 1.25

21.00 A35 3286.953 2.60 3284.353 A36 3286.591 2.60 3283.991 70.00 0.00517 0.1201 1.4609 1.5810 1.58 200 0.00538286 30.69 0.98 0.05 0.51 0.15 0.96

22.00 A36 3286.591 2.60 3283.991 A37 3286.288 2.65 3283.638 70.00 0.00504 0.1201 1.5810 1.7010 1.70 200 0.00536437 30.31 0.96 0.06 0.52 0.16 0.97

23.00 A37 3286.288 2.65 3283.638 A38 3286.040 2.75 3283.290 70.00 0.00497 0.1201 1.7010 1.8211 1.82 200 0.0053472 30.09 0.96 0.06 0.53 0.17 1.00

24.00 A38 3286.040 2.75 3283.290 A39 3285.699 2.75 3282.949 70.00 0.00487 0.1201 1.8211 1.9412 1.94 200 0.00533118 29.79 0.95 0.07 0.53 0.17 1.00

25.00 A39 3285.699 2.75 3282.949 A40 3285.551 2.90 3282.651 70.00 0.00426 0.1201 1.9412 2.0613 2.06 200 0.00531616 27.85 0.89 0.07 0.52 0.18 0.93

26.00 A40 3285.551 2.90 3282.651 A41 3285.230 2.85 3282.380 70.00 0.00387 0.1201 2.0613 2.1814 2.18 200 0.00530203 26.56 0.84 0.08 0.51 0.19 0.89

27.00 A41 3285.230 2.85 3282.380 A42 3285.032 2.95 3282.082 70.00 0.00426 0.1201 2.1814 2.3014 2.30 200 0.0052887 27.85 0.89 0.08 0.54 0.19 0.98

28.00 A42 3285.032 2.95 3282.082 A43 3284.780 2.85 3281.930 40.00 0.00380 0.0686 2.3014 2.3701 2.37 200 0.0052814 26.31 0.84 0.09 0.52 0.20 0.91

29.00 A43 3284.780 2.85 3281.930 A15 3284.740 2.90 3281.840 22.00 0.00409 0.0377 2.3701 2.4078 2.41 200 0.00527748 27.30 0.87 0.09 0.53 0.20 0.97

30.00 Arranque A23 3287.350 1.10 3286.250 A22 3286.830 1.37 3285.460 80.00 0.00987 0.1372 0.1372 1.50 200 0.00539618 42.41 1.35 0.04 0.63 0.13 1.56

31.00 A22 3286.830 1.37 3285.460 A21 3286.290 1.23 3285.060 80.00 0.00500 0.1372 0.1372 0.2745 1.50 200 0.00539618 30.18 0.96 0.05 0.50 0.15 0.92

32.00 A21 3286.290 1.23 3285.060 A20 3285.970 1.32 3284.650 80.00 0.00513 0.1372 0.2745 0.4117 1.50 200 0.00539618 30.55 0.97 0.05 0.50 0.15 0.93

33.00 A20 3285.970 1.32 3284.650 A19 3285.680 1.42 3284.260 80.00 0.00487 0.1372 0.4117 0.5489 1.50 200 0.00539618 29.80 0.95 0.05 0.49 0.15 0.90

34.00 A19 3285.680 1.42 3284.260 A18 3285.390 1.53 3283.860 80.00 0.00500 0.1372 0.5489 0.6862 1.50 200 0.00539618 30.18 0.96 0.05 0.50 0.15 0.92

35.00 A18 3285.390 1.53 3283.860 A17 3285.170 1.72 3283.450 80.00 0.00512 0.1372 0.6862 0.8234 1.50 200 0.00539618 30.55 0.97 0.05 0.50 0.15 0.93

36.00 A17 3285.170 1.72 3283.450 A16 3284.960 1.91 3283.050 80.00 0.00500 0.1372 0.8234 0.9607 1.50 200 0.00539618 30.18 0.96 0.05 0.50 0.15 0.92

37.00 A16 3284.960 1.91 3283.050 A15 3284.740 2.90 3281.840 49.61 0.02439 0.0851 0.9607 1.0458 1.50 200 0.00539618 66.66 2.12 0.02 0.87 0.10 3.13

38.00 Arranque A44 3283.990 1.20 3282.790 A45 3284.270 1.90 3282.370 51.00 0.00824 0.0875 0.0875 1.50 200 0.00539618 38.73 1.23 0.04 0.59 0.13 1.35

39.00 A45 3284.270 1.90 3282.370 A15 3284.740 2.90 3281.840 52.50 0.01010 0.0901 0.0875 0.1775 1.50 200 0.00539618 42.88 1.36 0.03 0.64 0.13 1.58

AV. FERROCARRIL

40.00 124 3290.410 1.20 3289.210 123 3289.820 1.40 3288.420 78.10 0.01012 0.1340 0.1340 1.50 200 0.00539618 42.93 1.37 0.03 0.64 0.13 1.59

41.00 123 3289.820 1.40 3288.420 122 3289.340 1.62 3287.720 78.10 0.00896 0.1340 0.1340 0.2680 1.50 200 0.00539618 40.41 1.29 0.04 0.61 0.13 1.44

42.00 122 3289.340 1.62 3287.720 121 3288.860 1.56 3287.300 78.10 0.00538 0.1340 0.2680 0.4019 1.50 200 0.00539618 31.30 1.00 0.05 0.51 0.15 0.96

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

43.00 121 3288.860 1.56 3287.300 120 3288.420 1.50 3286.920 78.10 0.00487 0.1340 0.4019 0.5359 1.50 200 0.00539618 29.77 0.95 0.05 0.49 0.15 0.90

44.00 120 3288.420 1.50 3286.920 119 3288.020 1.49 3286.530 78.10 0.00499 0.1340 0.5359 0.6699 1.50 200 0.00539618 30.16 0.96 0.05 0.50 0.15 0.91

45.00 119 3288.020 1.49 3286.530 118 3287.580 1.45 3286.130 78.10 0.00512 0.1340 0.6699 0.8039 1.50 200 0.00539618 30.54 0.97 0.05 0.50 0.15 0.93

46.00 118 3287.580 1.45 3286.130 117 3287.279 1.55 3285.729 78.10 0.00513 0.1340 0.8039 0.9378 1.50 200 0.00539618 30.58 0.97 0.05 0.50 0.15 0.93

117 3287.279 2.84 3284.439 116 3287.425 3.08 3284.345 22.50 0.00418 0.0386 2.6062 2.6448 2.64 200 0.00525425 27.59 0.88 0.10 0.55 0.21 1.02

47.00 116 3287.425 3.08 3284.345 140 3286.410 2.50 3283.910 67.44 0.00645 0.1157 2.9849 3.1006 3.10 200 0.00521512 34.28 1.09 0.09 0.68 0.20 1.54

48.00 140 3286.410 2.50 3283.910 141 3286.500 3.00 3283.500 67.44 0.00608 0.1157 3.1006 3.2163 3.22 200 0.00520615 33.28 1.06 0.10 0.67 0.21 1.50

49.00 141 3286.500 3.00 3283.500 142 3285.980 2.90 3283.080 67.44 0.00623 0.1157 3.2163 3.3320 3.33 200 0.00519751 33.68 1.07 0.10 0.68 0.21 1.55

50.00 142 3285.980 2.90 3283.080 143 3285.790 3.10 3282.690 67.44 0.00578 0.1157 3.3320 3.4477 3.45 200 0.00518918 32.46 1.03 0.11 0.67 0.22 1.49

51.00 143 3285.790 3.10 3282.690 144 3285.610 3.30 3282.310 67.44 0.00563 0.1157 3.4477 3.5634 3.56 200 0.00518114 32.04 1.02 0.11 0.67 0.22 1.48

52.00 144 3285.610 3.30 3282.310 145 3285.660 3.80 3281.860 67.44 0.00667 0.1157 3.5634 3.6791 3.68 200 0.00517336 34.86 1.11 0.11 0.72 0.22 1.71

53.00 145 3285.660 3.80 3281.860 146 3285.220 3.75 3281.470 67.44 0.00578 0.1157 3.6791 3.7948 3.79 200 0.00516584 32.46 1.03 0.12 0.69 0.23 1.55

54.00 146 3285.220 3.75 3281.470 147 3284.700 3.65 3281.050 67.44 0.00623 0.1157 3.7948 3.9105 3.91 200 0.00515855 33.68 1.07 0.12 0.72 0.23 1.67

55.00 147 3284.700 3.65 3281.050 148 3284.050 3.40 3280.650 67.44 0.00593 0.1157 3.9105 4.0261 4.03 200 0.00515149 32.87 1.05 0.12 0.71 0.24 1.62

56.00 148 3284.050 3.40 3280.650 149 3284.510 4.25 3280.260 67.44 0.00578 0.1157 4.0261 4.1418 4.14 200 0.00514464 32.46 1.03 0.13 0.71 0.24 1.61

57.00 149 3284.510 5.30 3279.210 150 3284.020 5.15 3278.870 70.37 0.00483 0.1207 13.8926 14.0134 14.01 200 0.0048582 29.67 0.94 0.47 0.93 0.48 2.32

58.00 150 3284.020 5.15 3278.870 151 3283.590 5.05 3278.540 70.37 0.00469 0.1207 14.0134 14.1341 14.13 200 0.00485624 29.23 0.93 0.48 0.92 0.49 2.27

59.00 151 3283.590 5.05 3278.540 152 3283.380 5.15 3278.230 70.37 0.00441 0.1207 14.1341 14.2548 14.25 200 0.0048543 28.33 0.90 0.50 0.90 0.50 2.16

60.00 152 3283.380 5.15 3278.230 153 3282.800 4.90 3277.900 70.37 0.00469 0.1207 14.2548 14.3755 14.38 200 0.00485238 29.23 0.93 0.49 0.92 0.49 2.28

61.00 153 3282.800 4.90 3277.900 154 3282.890 5.30 3277.590 70.37 0.00441 0.1207 14.3755 14.4962 14.50 200 0.00485047 28.33 0.90 0.51 0.91 0.51 2.18

62.00 154 3282.890 5.30 3277.590 155 3281.930 4.65 3277.280 70.37 0.00441 0.1207 14.4962 14.6169 14.62 200 0.00484858 28.33 0.90 0.52 0.91 0.51 2.19

63.00 155 3281.930 4.65 3277.280 156 3281.560 4.60 3276.960 70.37 0.00455 0.1207 14.6169 14.7377 14.74 200 0.0048467 28.78 0.92 0.51 0.92 0.51 2.25

64.00 Arranque A46 3283.940 1.20 3282.740 A47 3283.970 1.80 3282.170 80.00 0.00713 0.1372 0.1372 1.50 200 0.00539618 36.03 1.15 0.04 0.56 0.14 1.20

65.00 A47 3283.970 1.80 3282.170 A8 3283.980 2.10 3281.880 41.50 0.00699 0.0712 0.1372 0.2084 1.50 200 0.00539618 35.68 1.13 0.04 0.56 0.14 1.19

CALLE PROGRESO

64.00 130 3287.615 1.30 3286.315 129 3287.092 1.20 3285.892 66.67 0.00634 0.1144 1.0965 1.2108 1.50 200 0.00539618 34.00 1.08 0.04 0.54 0.14 1.11

65.00 129 3287.092 1.20 3285.892 128 3287.023 1.49 3285.533 66.67 0.00538 0.1144 1.2108 1.3252 1.50 200 0.00539618 31.32 1.00 0.05 0.51 0.15 0.96

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

66.00 128 3287.023 1.49 3285.533 127 3287.269 2.00 3285.269 66.67 0.00396 0.1144 1.3252 1.4396 1.50 200 0.00539618 26.86 0.85 0.06 0.46 0.16 0.76

67.00 127 3287.269 2.00 3285.269 126 3287.101 2.11 3284.991 66.67 0.00417 0.1144 1.4396 1.5540 1.55 200 0.00538722 27.56 0.88 0.06 0.47 0.16 0.80

68.00 126 3287.101 2.11 3284.991 125 3286.961 2.23 3284.731 66.67 0.00390 0.1144 1.5540 1.6683 1.67 200 0.00536927 26.65 0.85 0.06 0.47 0.17 0.79

69.00 125 3286.961 2.23 3284.731 117 3287.279 2.84 3284.439 66.67 0.00438 0.1144 2.6062 2.7205 2.72 200 0.00524728 28.25 0.90 0.10 0.57 0.21 1.07

70.00 117 3287.279 2.84 3284.439 116 3287.425 3.08 3284.345 22.50 0.00418 0.0386 3.6584 3.6970 3.70 200 0.00517218 27.59 0.88 0.13 0.61 0.25 1.19

71.00 Arranque 113 3286.867 1.20 3285.667 114 3287.088 1.86 3285.228 66.10 0.00664 0.1134 0.1134 1.50 200 0.00539618 34.78 1.11 0.04 0.55 0.14 1.14

72.00 114 3287.088 1.86 3285.228 115 3286.927 2.14 3284.787 66.10 0.00667 0.1134 0.1134 0.2268 1.50 200 0.00539618 34.86 1.11 0.04 0.55 0.14 1.15

73.00 115 3286.927 2.14 3284.787 116 3287.425 3.08 3284.345 66.10 0.00669 0.1134 0.2268 0.3402 1.50 200 0.00539618 34.90 1.11 0.04 0.55 0.14 1.15

74.00 Arranque 113 3286.867 1.20 3285.667 106 3286.485 1.35 3285.135 66.10 0.00805 0.1134 0.1134 1.50 200 0.00539618 38.29 1.22 0.04 0.59 0.13 1.32

75.00 106 3286.485 1.35 3285.135 105 3286.508 1.75 3284.758 63.40 0.00595 0.1088 0.834 0.9426 1.50 200 0.00539618 32.91 1.05 0.05 0.53 0.15 1.05

76.00 Nota: Todo este tramo 105 3286.508 1.75 3284.758 104 3286.440 2.10 3284.340 63.40 0.00659 0.1088 0.9426 1.0514 1.50 200 0.00539618 34.66 1.10 0.04 0.55 0.14 1.13

77.00 levantar lo construido no 104 3286.440 2.10 3284.340 103 3286.690 2.75 3283.940 63.40 0.00631 0.1088 1.0514 1.1602 1.50 200 0.00539618 33.90 1.08 0.04 0.54 0.14 1.10

78.00 cumple con velocidades. 103 3286.690 2.75 3283.940 102 3286.666 3.10 3283.566 63.40 0.00590 0.1088 1.1602 1.2689 1.50 200 0.00539618 32.78 1.04 0.05 0.53 0.15 1.04

79.00 102 3286.666 3.10 3283.566 101 3286.376 3.20 3283.176 63.40 0.00615 0.1088 1.2689 1.3777 1.50 200 0.00539618 33.48 1.06 0.04 0.53 0.14 1.07

80.00 101 3286.376 3.20 3283.176 100 3286.261 3.45 3282.811 63.40 0.00576 0.1088 1.3777 1.4864 1.50 200 0.00539618 32.38 1.03 0.05 0.52 0.15 1.02

81.00 100 3286.261 3.45 3282.811 BE-1 3285.840 3.40 3282.440 63.40 0.00585 0.1088 1.4864 1.5952 1.60 200 0.0053806 32.65 1.04 0.05 0.53 0.15 1.06

TROCHA CARROZABLE CHUCCHUHUANTA

82.00 Arranque 112 3288.640 1.00 3287.640 111 3288.670 1.58 3287.090 70.00 0.00786 0.1201 0.0000 0.1201 1.50 200 0.00539618 37.83 1.20 0.04 0.58 0.14 1.31

83.00 111 3288.670 1.58 3287.090 110 3288.690 1.95 3286.740 70.00 0.00500 0.1201 0.1201 0.2402 1.50 200 0.00539618 30.18 0.96 0.05 0.50 0.15 0.92

84.00 110 3288.690 1.95 3286.740 109 3288.300 1.95 3286.350 66.40 0.00587 0.1139 0.2402 0.3541 1.50 200 0.00539618 32.71 1.04 0.05 0.53 0.15 1.04

85.00 Nota: Todo este tramo 109 3288.300 1.95 3286.350 108 3287.380 1.45 3285.930 73.60 0.00571 0.1263 0.3541 0.4803 1.50 200 0.00539618 32.24 1.03 0.05 0.52 0.15 1.01

86.00 levantar lo construido no 108 3287.380 1.45 3285.930 107 3286.780 1.25 3285.530 70.00 0.00571 0.1201 0.4803 0.6004 1.50 200 0.00539618 32.26 1.03 0.05 0.52 0.15 1.01

87.00 cumple con velocidades. 107 3286.780 1.25 3285.530 106 3286.485 1.35 3285.135 70.00 0.00564 0.1201 0.6004 0.7205 1.50 200 0.00539618 32.06 1.02 0.05 0.52 0.15 1.01

CALLE BARRANCO

88.00 Arranque 175 3287.905 1.20 3286.705 176 3287.115 1.20 3285.915 75.00 0.01053 0.1287 0.0000 0.1287 1.50 200 0.00539618 43.80 1.39 0.03 0.65 0.13 1.63

89.00 176 3287.115 1.20 3285.915 177 3285.846 1.20 3284.646 70.00 0.01813 0.1201 0.1287 0.2487 1.50 200 0.00539618 57.47 1.83 0.03 0.78 0.11 2.49

90.00 177 3285.846 1.20 3284.646 15 3285.111 1.40 3283.711 55.00 0.01700 0.0943 0.2487 0.3431 1.50 200 0.00539618 55.65 1.77 0.03 0.76 0.11 2.36

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

91.00 15 3285.111 1.40 3283.711 16 3286.053 2.64 3283.413 74.00 0.00403 0.1269 1.7824 1.9093 1.91 200 0.00533533 27.08 0.86 0.07 0.50 0.18 0.86

92.00 16 3286.053 2.64 3283.413 17 3285.912 2.68 3283.232 45.00 0.00402 0.0772 1.9093 1.9865 1.99 200 0.0053254 27.07 0.86 0.07 0.50 0.18 0.87

93.00 17 3285.912 2.68 3283.232 18 3285.480 2.49 3282.990 60.00 0.00403 0.1029 1.9865 2.0894 2.09 200 0.00531278 27.11 0.86 0.08 0.51 0.19 0.90

94.00 18 3285.480 2.49 3282.990 21 3283.969 1.20 3282.769 50.00 0.00442 0.0858 2.0894 2.1752 2.18 200 0.00530274 28.38 0.90 0.08 0.53 0.19 0.98

CALLE S/N C

95.00 21 3283.969 1.20 3282.769 A 3283.996 1.45 3282.546 37.00 0.00603 0.0635 2.3776 2.4411 2.44 200 0.00527408 33.13 1.05 0.07 0.62 0.18 1.32

96.00 A 3283.996 1.45 3282.546 B 3284.175 1.90 3282.275 50.00 0.00542 0.0858 2.4411 2.5269 2.53 200 0.00526552 31.42 1.00 0.08 0.60 0.19 1.23

97.00 B 3284.175 1.90 3282.275 C 3284.355 2.35 3282.005 50.00 0.00540 0.0858 2.5269 2.6126 2.61 200 0.00525727 31.36 1.00 0.08 0.60 0.19 1.24

98.00 C 3284.355 2.35 3282.005 D 3284.474 2.75 3281.724 50.00 0.00562 0.0858 2.6126 2.6984 2.70 200 0.00524929 32.00 1.02 0.08 0.62 0.20 1.30

99.00 D 3284.474 2.75 3281.724 E 3284.452 2.90 3281.552 30.00 0.00573 0.0515 2.6984 2.7499 2.75 200 0.00524463 32.32 1.03 0.09 0.63 0.20 1.34

100.00 E 3284.452 2.90 3281.552 F 3284.784 3.45 3281.334 38.00 0.00574 0.0652 2.7499 2.8151 2.82 200 0.00523886 32.33 1.03 0.09 0.63 0.20 1.35

101.00 F 3284.784 3.45 3281.334 28 3284.780 3.70 3281.080 48.00 0.00529 0.0823 2.8151 2.8974 2.90 200 0.00523177 31.05 0.99 0.09 0.62 0.21 1.28

AV.SAN MARTIN

102.00 28 3284.780 3.70 3281.080 29 3284.830 4.00 3280.830 46.50 0.00538 0.0798 2.8974 2.9772 2.98 200 0.00522509 31.30 1.00 0.10 0.63 0.21 1.32

103.00 29 3284.830 4.00 3280.830 30 3284.690 4.10 3280.590 46.00 0.00522 0.0789 2.9772 3.0561 3.06 200 0.00521867 30.83 0.98 0.10 0.62 0.21 1.30

104.00 30 3284.690 4.10 3280.590 31 3284.231 3.95 3280.281 59.70 0.00518 0.1024 3.5223 3.6247 3.62 200 0.00517698 30.71 0.98 0.12 0.65 0.23 1.39

105.00 31 3284.231 3.95 3280.281 32 3283.610 3.70 3279.910 63.00 0.00589 0.1081 3.7774 3.8855 3.89 200 0.00516011 32.75 1.04 0.12 0.70 0.23 1.59

106.00 32 3283.610 3.70 3279.910 33 3283.610 4.05 3279.560 63.00 0.00556 0.1081 3.8855 3.9936 3.99 200 0.00515346 31.81 1.01 0.13 0.69 0.24 1.53

107.00 33 3283.610 4.05 3279.560 34 3283.300 4.10 3279.200 63.00 0.00571 0.1081 3.9936 4.1016 4.10 200 0.00514699 32.26 1.03 0.13 0.70 0.24 1.59

108.00 34 3283.300 4.10 3279.200 35 3282.580 3.75 3278.830 63.00 0.00587 0.1081 4.1016 4.2097 4.21 200 0.00514071 32.71 1.04 0.13 0.72 0.24 1.64

JR MANTARO

109.00 35 3282.580 3.75 3278.830 42 3282.780 4.30 3278.480 63.80 0.00549 0.1094 4.2097 4.3192 4.32 200 0.00513451 31.61 1.01 0.14 0.70 0.25 1.57

110.00 Arranque BE11 3282.746 1.20 3281.546 174 3282.725 1.75 3280.975 59.70 0.00956 0.1024 0.1024 1.50 200 0.00539618 41.74 1.33 0.04 0.63 0.13 1.52

111.00 174 3282.725 1.75 3280.975 173 3282.395 2.00 3280.395 60.00 0.00967 0.1029 4.3192 4.4221 4.42 200 0.00512883 41.96 1.33 0.11 0.87 0.22 2.47

112.00 173 3282.395 2.00 3280.395 172 3282.583 2.70 3279.883 60.00 0.00853 0.1029 0.0000 0.1029 1.50 200 0.00539618 39.43 1.25 0.04 0.60 0.13 1.39

113.00 172 3282.583 2.70 3279.883 42 3282.780 3.35 3279.430 50.00 0.00906 0.0858 1.5000 1.5858 1.59 200 0.0053821 40.63 1.29 0.04 0.62 0.13 1.49

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

CALLE A2

114.00 42 3282.780 4.30 3278.480 39 3281.890 3.70 3278.190 51.00 0.00569 0.0875 5.9049 5.9924 5.99 200 0.0050561 32.18 1.02 0.19 0.78 0.29 1.86

115.00 39 3281.890 3.70 3278.190 40 3282.120 4.35 3277.770 80.00 0.00525 0.1372 5.9924 6.1297 6.13 200 0.00505072 30.93 0.98 0.20 0.76 0.30 1.77

116.00 40 3282.120 4.35 3277.770 G 3282.000 4.50 3277.500 53.00 0.00509 0.0909 6.1297 6.2206 6.22 200 0.00504722 30.46 0.97 0.20 0.76 0.31 1.73

117.00 G 3282.000 4.50 3277.500 H 3281.510 4.20 3277.310 35.00 0.00543 0.0600 6.2206 6.2806 6.28 200 0.00504495 31.45 1.00 0.20 0.78 0.30 1.84

118.00 H 3281.510 4.20 3277.310 I 3281.620 4.55 3277.070 38.00 0.00632 0.0652 6.2806 6.3458 6.35 200 0.0050425 33.92 1.08 0.19 0.83 0.29 2.08

119.00 I 3281.620 4.55 3277.070 J 3280.413 3.60 3276.813 50.00 0.00514 0.0858 6.3458 6.4316 6.43 200 0.00503932 30.60 0.97 0.21 0.77 0.31 1.77

120.00 J 3280.413 3.60 3276.813 K 3279.786 3.20 3276.586 40.00 0.00567 0.0686 6.4316 6.5002 6.50 200 0.00503681 32.15 1.02 0.20 0.80 0.30 1.92

121.00 K 3279.786 3.20 3276.586 L 3279.050 2.60 3276.450 24.00 0.00567 0.0412 6.5002 6.5414 6.54 200 0.00503531 32.13 1.02 0.20 0.80 0.31 1.93

122.00 L 3279.050 2.60 3276.450 M 3279.205 2.95 3276.255 33.00 0.00591 0.0566 6.5414 6.5980 6.60 200 0.00503327 32.81 1.04 0.20 0.81 0.30 2.00

123.00 M 3279.205 2.95 3276.255 N 3279.562 3.50 3276.062 30.00 0.00643 0.0515 6.5980 6.6494 6.65 200 0.00503143 34.23 1.09 0.19 0.84 0.30 2.14

124.00 N 3279.562 3.50 3276.062 O 3279.904 3.95 3275.954 20.00 0.00540 0.0343 6.6494 6.6837 6.68 200 0.00503022 31.36 1.00 0.21 0.79 0.31 1.87

125.00 O 3279.904 3.95 3275.954 P 3280.052 4.25 3275.802 21.00 0.00724 0.0360 6.6837 6.7198 6.72 200 0.00502895 36.31 1.16 0.19 0.88 0.29 2.37

126.00 P 3280.052 4.25 3275.802 47 3280.820 5.20 3275.620 35.80 0.00508 0.0614 6.7198 6.7812 6.78 200 0.0050268 30.43 0.97 0.22 0.78 0.32 1.80

CALLE S/N - I

Arranque BE-16 3281.106 1.20 3279.906 47A 3280.905 1.60 3279.305 53.00 0.01134 0.0909 0.0909 1.50 200 0.00539618 45.45 1.45 0.03 0.66 0.12 1.73

47A 3280.905 1.60 3279.305 47 3280.820 2.10 3278.720 54.00 0.01083 0.0926 0.0909 0.1836 1.50 200 0.00539618 44.42 1.41 0.03 0.65 0.13 1.67

PSJE S/N - M

129.00 47 3280.820 5.20 3275.620 48 3280.610 5.15 3275.460 33.00 0.00485 0.0566 6.9647 7.0213 7.02 200 0.00501858 29.72 0.95 0.24 0.77 0.33 1.75

130.00 48 3280.610 5.15 3275.460 49 3280.160 4.80 3275.360 30.50 0.00328 0.0523 7.0213 7.0737 7.07 200 0.00501683 24.44 0.78 0.29 0.67 0.37 1.29

131.00 49 3280.160 4.80 3275.360 50 3280.450 5.30 3275.150 52.00 0.00404 0.0892 7.0737 7.1629 7.16 200 0.00501388 27.12 0.86 0.26 0.73 0.35 1.53

132.00 50 3280.450 5.30 3275.150 51 3280.120 5.10 3275.020 27.50 0.00473 0.0472 7.1629 7.2100 7.21 200 0.00501233 29.35 0.93 0.25 0.77 0.34 1.74

PSJE S/N - D

133.00 Arranque 25 3284.810 1.00 3283.810 26 3284.710 1.26 3283.450 45.00 0.00800 0.0772 0.0772 1.50 200 0.00539618 38.18 1.21 0.04 0.59 0.13 1.31

134.00 26 3284.710 1.26 3283.450 27 3284.630 1.51 3283.120 41.00 0.00805 0.0703 0.0772 0.1475 1.50 200 0.00539618 38.29 1.22 0.04 0.59 0.13 1.32

135.00 27 3284.630 1.51 3283.120 27A 3284.580 1.86 3282.720 50.00 0.00800 0.0858 0.1475 0.2333 1.50 200 0.00539618 38.18 1.21 0.04 0.59 0.13 1.31

136.00 27A 3284.580 1.86 3282.720 27B 3284.470 2.00 3282.470 32.00 0.00781 0.0549 0.2333 0.2882 1.50 200 0.00539618 37.73 1.20 0.04 0.58 0.14 1.30

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

137.00 27B 3284.470 2.00 3282.470 27C 3284.360 2.19 3282.170 50.00 0.00600 0.0858 0.2882 0.3740 1.50 200 0.00539618 33.06 1.05 0.05 0.53 0.15 1.06

138.00 27C 3284.360 2.19 3282.170 30 3284.690 2.90 3281.790 53.80 0.00706 0.0923 0.3740 0.4663 1.50 200 0.00539618 35.87 1.14 0.04 0.56 0.14 1.20

PSJE S/N A

139.00 Arranque 11A 3286.420 1.00 3285.420 11B 3286.560 1.50 3285.060 51.00 0.00706 0.0875 0.0000 0.0875 1.50 200 0.00539618 35.86 1.14 0.04 0.56 0.14 1.20

140.00 11B 3286.560 1.50 3285.060 11 3287.240 2.53 3284.710 51.00 0.00686 0.0875 0.0875 0.1750 1.50 200 0.00539618 35.36 1.12 0.04 0.56 0.14 1.17

CALLE MANCO CAPAC

141.00 Arranque 6 3287.520 2.34 3285.180 9 3287.040 2.00 3285.040 35.00 0.00400 0.0600 0.6347 0.6948 1.50 200 0.00539618 26.99 0.86 0.06 0.46 0.16 0.77

142.00 9 3287.040 2.00 3285.040 10 3287.350 2.47 3284.880 40.00 0.00400 0.0686 0.6948 0.7634 1.50 200 0.00539618 26.99 0.86 0.06 0.46 0.16 0.77

143.00 10 3287.350 2.47 3284.880 11 3287.240 2.53 3284.710 42.00 0.00405 0.0720 0.7634 0.8354 1.50 200 0.00539618 27.15 0.86 0.06 0.46 0.16 0.78

144.00 11 3287.240 2.53 3284.710 12 3287.190 2.76 3284.430 70.00 0.00400 0.1201 1.0104 1.1305 1.50 200 0.00539618 26.99 0.86 0.06 0.46 0.16 0.77

145.00 12 3287.190 2.76 3284.430 13 3287.110 2.95 3284.160 68.00 0.00397 0.1167 1.1305 1.2471 1.50 200 0.00539618 26.89 0.86 0.06 0.46 0.16 0.77

146.00 13 3287.110 2.95 3284.160 14 3287.340 3.46 3283.880 70.00 0.00400 0.1201 1.2471 1.3672 1.50 200 0.00539618 26.99 0.86 0.06 0.46 0.16 0.77

147.00 14 3287.340 3.46 3283.880 15 3285.111 1.40 3283.711 42.00 0.00402 0.0720 1.3672 1.4393 1.50 200 0.00539618 27.07 0.86 0.06 0.46 0.16 0.78

CALLE UNIVERSITARIA

148.00 A15 3284.740 2.90 3281.840 A14 3284.110 2.60 3281.510 70.00 0.00471 0.1201 3.6311 3.7512 3.75 200 0.00516865 29.31 0.93 0.13 0.64 0.24 1.31

149.00 A14 3284.110 2.60 3281.510 A13 3284.000 2.85 3281.150 70.00 0.00514 0.1201 3.7512 3.8713 3.87 200 0.005161 30.61 0.97 0.13 0.67 0.24 1.43

150.00 A13 3284.000 2.85 3281.150 A12 3284.050 3.25 3280.800 70.00 0.00500 0.1201 3.8713 3.9914 3.99 200 0.00515359 30.18 0.96 0.13 0.66 0.25 1.41

151.00 A12 3284.050 3.25 3280.800 A11 3284.310 3.85 3280.460 70.00 0.00486 0.1201 3.9914 4.1114 4.11 200 0.00514642 29.75 0.95 0.14 0.66 0.25 1.40

152.00 A11 3284.310 3.85 3280.460 A10 3284.020 3.95 3280.070 70.00 0.00557 0.1201 4.1114 4.2315 4.23 200 0.00513946 31.86 1.01 0.13 0.70 0.25 1.58

153.00 A10 3284.020 3.95 3280.070 A9 3284.000 4.30 3279.700 70.00 0.00529 0.1201 4.2315 4.3516 4.35 200 0.0051327 31.03 0.99 0.14 0.70 0.25 1.53

154.00 A9 3284.000 4.30 3279.700 A8 3283.980 4.65 3279.330 65.80 0.00562 0.1129 4.3516 4.4645 4.46 200 0.00512653 32.01 1.02 0.14 0.72 0.25 1.62

155.00 A8 3283.980 4.65 3279.330 149 3284.510 5.30 3279.210 22.50 0.00533 0.0386 4.6729 4.7115 4.71 200 0.00511357 31.17 0.99 0.15 0.71 0.26 1.60

156.00 Arranque A5 3283.569 1.20 3282.369 A6 3283.595 1.60 3281.995 63.70 0.00587 0.1093 4.7115 4.8208 4.82 200.00 0.00510806 32.70 1.04 0.15 0.74 0.26 1.74

157.00 A6 3283.595 1.60 3281.995 A7 3283.764 2.20 3281.564 63.70 0.00677 0.1093 4.8208 4.9300 4.93 200.00 0.00510268 35.11 1.12 0.14 0.79 0.25 1.96

158.00 A7 3283.764 2.20 3281.564 149 3284.510 3.50 3281.010 63.70 0.00870 0.1093 4.9300 5.0393 5.04 200.00 0.00509743 39.80 1.27 0.13 0.87 0.24 2.41

159.00 Arranque A5 3283.569 1.20 3282.369 A4 3283.349 1.35 3281.999 67.70 0.00547 0.1161 5.0393 5.1555 5.16 200.00 0.00509197 31.55 1.00 0.16 0.74 0.27 1.69

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

160.00 A4 3283.349 1.35 3281.999 A3 3282.991 1.35 3281.641 67.70 0.00529 0.1161 5.1555 5.2716 5.27 200.00 0.00508664 31.04 0.99 0.17 0.74 0.28 1.67

161.00 A3 3282.991 1.35 3281.641 A2 3282.998 1.75 3281.248 67.70 0.00581 0.1161 5.2716 5.3877 5.39 200.00 0.00508144 32.52 1.03 0.17 0.77 0.28 1.81

162.00 A2 3282.998 1.75 3281.248 A1 3283.006 2.15 3280.856 67.70 0.00579 0.1161 5.3877 5.5039 5.50 200.00 0.00507635 32.48 1.03 0.17 0.77 0.28 1.83

163.00 A1 3283.006 2.15 3280.856 A0 3283.034 2.55 3280.484 67.70 0.00549 0.1161 5.5039 5.6200 5.62 200.00 0.00507137 31.64 1.01 0.18 0.76 0.29 1.77

164.00 A0 3283.034 2.55 3280.484 BE10 3283.004 3.10 3279.904 91.00 0.00637 0.1561 5.6200 5.7761 5.78 200.00 0.00506484 34.07 1.08 0.17 0.81 0.28 2.01

PSJE S/N - E

165.00 Arranque 31A 3283.630 1.20 3282.430 31B 3283.910 1.90 3282.010 44.50 0.00944 0.0763 0.0763 1.50 200 0.00539618 41.46 1.32 0.04 0.62 0.13 1.51

166.00 31B 3283.910 1.90 3282.010 31 3284.231 2.65 3281.581 44.50 0.00964 0.0763 0.0763 0.1527 1.50 200 0.00539618 41.91 1.33 0.04 0.63 0.13 1.53

PSJE S/N - J

167.00 51 3280.120 5.10 3275.020 52 3280.430 5.51 3274.920 30.50 0.00328 0.0523 7.2100 7.2624 7.26 200 0.00501063 24.44 0.78 0.30 0.68 0.37 1.31

168.00 52 3280.430 5.51 3274.920 53 3280.620 5.75 3274.870 13.00 0.00385 0.0223 7.2624 7.2847 7.28 200 0.0050099 26.47 0.84 0.28 0.72 0.36 1.49

PSJE S/N - K

168.00 Arranque 57 3279.030 1.20 3277.830 58 3278.720 1.30 3277.420 40.00 0.01025 0.0686 0.0686 1.50 200 0.00539618 43.21 1.37 0.03 0.64 0.13 1.60

169.00 58 3278.720 1.30 3277.420 59 3275.620 1.20 3274.420 20.00 0.15000 0.0343 0.0686 0.1029 1.50 200 0.00539618 165.30 5.26 0.01 1.64 0.07 12.78

RIO SECO

170.00 Arranque 19 3285.190 1.20 3283.990 20 3284.442 1.20 3283.242 53.00 0.01411 0.0909 0.0909 1.50 200 0.00539618 50.70 1.61 0.03 0.72 0.12 2.06

171.00 20 3284.442 1.20 3283.242 21 3283.969 1.20 3282.769 65.00 0.00728 0.1115 0.0909 0.2024 1.50 200 0.00539618 36.41 1.16 0.04 0.57 0.14 1.22

AV. ALAMEDA MARAVILCA

172.00 BE12 3282.569 1.20 3281.369 167 3282.353 1.55 3280.803 65.00 0.00871 0.1115 0.1115 1.50 200 0.00539618 39.83 1.27 0.04 0.60 0.13 1.41

173.00 167 3282.353 1.55 3280.803 168 3282.019 1.75 3280.269 65.00 0.00822 0.1115 0.1115 0.2230 1.50 200 0.00539618 38.69 1.23 0.04 0.59 0.13 1.35

174.00 168 3282.019 1.75 3280.269 169 3281.856 2.15 3279.706 65.00 0.00866 0.1115 0.2230 0.3345 1.50 200 0.00539618 39.72 1.26 0.04 0.60 0.13 1.40

175.00 169 3281.856 2.15 3279.706 170 3281.603 2.45 3279.153 65.00 0.00851 0.1115 0.3345 0.4460 1.50 200 0.00539618 39.37 1.25 0.04 0.60 0.13 1.39

176.00 170 3281.603 2.45 3279.153 171 3281.409 2.80 3278.609 65.00 0.00837 0.1115 0.4460 0.5575 1.50 200 0.00539618 39.05 1.24 0.04 0.60 0.13 1.36

177.00 171 3281.409 2.80 3278.609 172 3281.030 3.00 3278.030 65.00 0.00891 0.1115 0.5575 0.6690 1.50 200 0.00539618 40.28 1.28 0.04 0.61 0.13 1.43

178.00 172 3281.030 3.00 3278.030 160 3280.910 3.50 3277.410 70.00 0.00886 0.1201 0.6690 0.7891 1.50 200 0.00539618 40.17 1.28 0.04 0.61 0.13 1.43

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

CALLE A4

179.00 156 3281.560 4.60 3276.960 157 3281.950 5.25 3276.700 83.00 0.00313 0.1424 14.7377 14.8800 14.88 250 0.00484451 43.31 0.88 0.34 0.80 0.40 1.66

180.00 157 3281.950 5.25 3276.700 158 3281.260 4.85 3276.410 83.00 0.00349 0.1424 14.8800 15.0224 15.02 250 0.00484235 45.74 0.93 0.33 0.83 0.39 1.82

181.00 158 3281.260 4.85 3276.410 159 3281.120 4.95 3276.170 83.00 0.00289 0.1424 15.0224 15.1648 15.16 250 0.0048402 41.61 0.85 0.36 0.78 0.42 1.57

182.00 159 3281.120 4.95 3276.170 160 3280.910 5.00 3275.910 83.00 0.00313 0.1424 15.1648 15.3072 15.31 250 0.00483808 43.31 0.88 0.35 0.81 0.41 1.68

183.00 160 3280.910 5.00 3275.910 161 3280.900 5.15 3275.750 50.00 0.00320 0.0858 20.4626 20.5484 20.55 250 0.00477158 43.78 0.89 0.47 0.88 0.48 1.91

184.00 161 3280.900 5.15 3275.750 162 3280.870 5.30 3275.570 50.00 0.00360 0.0858 20.5484 20.6342 20.63 250 0.00477064 46.43 0.95 0.44 0.92 0.47 2.11

185.00 162 3280.870 5.30 3275.570 163 3280.780 5.30 3275.480 23.00 0.00391 0.0395 20.6342 20.6736 20.67 250 0.00477022 48.41 0.99 0.43 0.95 0.46 2.26

186.00 163 3280.780 5.30 3275.480 164 3281.200 5.90 3275.300 50.00 0.00360 0.0858 20.6736 20.7594 20.76 250 0.00476929 46.43 0.95 0.45 0.92 0.47 2.12

187.00 560.50 164 3281.200 5.90 3275.300 165 3280.970 5.85 3275.120 55.50 0.00324 0.0952 20.7594 20.8546 20.85 250 0.00476826 44.07 0.90 0.47 0.88 0.48 1.95

AV. CAMINOS DEL INCA

188.00 Arranque 1 3288.680 1.20 3287.480 2 3288.410 1.45 3286.960 74.00 0.00703 0.1269 0.0000 0.1269 1.50 200 0.00539618 35.78 1.14 0.04 0.56 0.14 1.20

189.00 2 3288.410 1.45 3286.960 3 3287.990 1.55 3286.440 74.00 0.00703 0.1269 0.1269 0.2539 1.50 200 0.00539618 35.78 1.14 0.04 0.56 0.14 1.20

190.00 3 3287.990 1.55 3286.440 4 3287.420 1.50 3285.920 74.00 0.00703 0.1269 0.2539 0.3808 1.50 200 0.00539618 35.78 1.14 0.04 0.56 0.14 1.20

191.00 4 3287.420 1.50 3285.920 5 3287.130 1.58 3285.550 74.00 0.00500 0.1269 0.3808 0.5078 1.50 200 0.00539618 30.18 0.96 0.05 0.50 0.15 0.92

192.00 5 3287.130 1.58 3285.550 6 3287.520 2.34 3285.180 74.00 0.00500 0.1269 0.5078 0.6347 1.50 200 0.00539618 30.18 0.96 0.05 0.50 0.15 0.92

193.00 Arranque 7 3286.550 1.20 3285.350 8 3286.010 1.24 3284.770 57.50 0.01009 0.0986 0.0000 0.0986 1.50 200 0.00539618 42.87 1.36 0.03 0.64 0.13 1.58

194.00 8 3286.010 1.25 3284.760 B E-1 3285.840 1.60 3284.240 52.85 0.00984 0.0907 0.0986 0.1893 1.50 200 0.00539618 42.34 1.35 0.04 0.63 0.13 1.55

195.00 BE-1 3285.840 3.40 3282.440 BE-2 3285.603 3.66 3281.943 92.20 0.00539 0.1582 1.7845 1.9427 1.94 200 0.00533099 31.34 1.00 0.06 0.55 0.17 1.09

196.00 BE-2 3285.603 3.66 3281.943 BE-3 3285.316 3.80 3281.516 80.10 0.00533 0.1374 1.9427 2.0801 2.08 200 0.0053139 31.16 0.99 0.07 0.56 0.17 1.12

197.00 BE-3 3285.316 3.80 3281.516 BE-4 3284.850 3.80 3281.050 80.30 0.00580 0.1378 2.0801 2.2178 2.22 200 0.00529791 32.51 1.03 0.07 0.59 0.18 1.22

198.00 BE-4 3284.850 3.80 3281.050 BE-5 3284.786 4.20 3280.586 80.00 0.00580 0.1372 2.2178 2.3551 2.36 200 0.00528298 32.50 1.03 0.07 0.60 0.18 1.26

199.00 BE-5 3284.786 4.20 3280.586 BE-6 3284.217 4.05 3280.167 79.50 0.00527 0.1364 2.3551 2.4914 2.49 200 0.00526902 30.99 0.99 0.08 0.59 0.19 1.20

200.00 BE-6 3284.217 4.05 3280.167 BE-7 3284.056 4.35 3279.706 79.90 0.00577 0.1371 2.4914 2.6285 2.63 200 0.00525577 32.42 1.03 0.08 0.62 0.19 1.32

201.00 BE-7 3284.056 4.35 3279.706 BE-8 3283.625 4.35 3279.275 79.80 0.00540 0.1369 2.6285 2.7654 2.77 200 0.00524324 31.37 1.00 0.09 0.61 0.20 1.28

202.00 BE-8 3283.625 4.35 3279.275 BE-9 3283.343 4.50 3278.843 79.80 0.00541 0.1369 2.7654 2.9023 2.90 200 0.00523135 31.40 1.00 0.09 0.62 0.21 1.31

203.00 BE-9 3283.343 4.50 3278.843 BE-10 3283.004 4.60 3278.404 79.90 0.00549 0.1371 2.9023 3.0393 3.04 200 0.00522002 31.64 1.01 0.10 0.63 0.21 1.35

204.00 BE-10 3283.004 4.60 3278.404 BE-11 3282.746 4.65 3278.096 54.70 0.00563 0.0938 8.8155 8.9093 8.91 200 0.00496272 32.03 1.02 0.28 0.87 0.36 2.19

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAPROYECTO: MEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍNDepartamento JUNIN

Provincia CONCEPCIONDiametro

CAPACIDAD TUBERIA LLENA BUZON PROYECTADO 225

Distrito MATAHUASI Pendiente CAPACIDAD PLENA BUZON EXISTENTE 0

Localidad MARAVILCA Min.( Smin) Velocidad CAUDAL BUZON A REEMPLAZAR

RED PROYECTADA 13931.95

RED EXIETENTE 0

Población Actual: 1812 hab. m o/oo m/s l/s TOTAL=

Tasa de Crecimiento: 1.20% % 0.1 6.53 0.53 4.20

Población Futura: 2300 hab. 0.2 4.35 0.57 10.00

Dotación: 180 l/hab/día 0.2 3.27 0.60 18.70

Caudal Descarga Aguas Residuales: 9.97 l/s 0.3 2.61 0.62 30.40

Caudal de infiltracion 13.93 l/s 0.3 2.18 0.64 45.10

Caudal de Diseño 23.90 l/s 0.4 1.87 0.65 63.00

Longitud Total ### m 0.4 1.63 0.67 84.20

Longitud Colectores ### m

Caudal Unitario: ### l/s/m

Item Jiron/Calle/Av.

Buzon de Inicio Buzon de Llegada Caudal Tramo CALCULOS

Tipo Colector

(*)

Longitud del

Tramo (m)

pendiente (m/m)

Diámetro de diseño

(mm)

pendiente minima (m/m)

SECCION LLENA

Rela

ció

n

Q m

ax /

Q ll

Buzon N°

Cota Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Buzon N°

Cota de Terreno (msnm)

Altura (m)

Cota de Fondo

(msnm)

Caudal Tramo (lps)

Caudal Anterior

(lps)

Caudal Aporte

adicional (lps)

Caudal Real de

Paso (lps)

Caudal Diseño

del tramo (lps)

Q ll (lps)

V ll (l/s)

Velocidad real (m/s)

Relación y/D

Tensión Tractiva

205.00 BE-11 3282.746 4.65 3278.096 BE-12 3282.569 4.75 3277.819 53.90 0.00514 0.0925 8.9093 9.0017 9.00 200 0.00496032 30.60 0.97 0.29 0.84 0.37 2.04

206.00 BE-12 3282.569 4.75 3277.819 BE-13 3282.506 5.00 3277.506 60.00 0.00522 0.1029 9.0017 9.1047 9.10 200 0.00495767 30.83 0.98 0.30 0.85 0.37 2.08

207.00 BE-13 3282.506 5.00 3277.506 BE-14 3282.506 5.40 3277.106 79.90 0.00501 0.1371 9.1047 9.2417 9.24 200 0.00495419 30.20 0.96 0.31 0.84 0.38 2.02

208.00 BE-14 3282.506 5.40 3277.106 BE-15 3282.500 5.80 3276.700 80.30 0.00506 0.1378 9.2417 9.3795 9.38 200 0.00495074 30.35 0.97 0.31 0.85 0.38 2.05

209.00 BE-15 3282.500 5.80 3276.700 BE-16 3281.106 5.05 3276.056 80.00 0.00805 0.1372 9.3795 9.5167 9.52 200 0.00494736 38.29 1.22 0.25 1.01 0.34 2.98

210.00 BE-16 3281.106 5.05 3276.056 165 3280.970 5.10 3275.870 29.00 0.00641 0.0497 9.5167 9.5665 9.57 200 0.00494615 34.18 1.09 0.28 0.93 0.36 2.50

211.00 165 3280.970 5.85 3275.120 166 3280.720 5.70 3275.020 52.50 0.00190 0.0901 30.4211 30.5112 30.51 250 0.00468374 33.77 0.69 0.90 0.78 0.74 1.41

212.00 105 166 3280.720 5.70 3275.020 53 3280.620 5.75 3274.870 52.50 0.00286 0.0901 30.5112 30.6012 30.60 250 0.00468309 41.36 0.84 0.74 0.92 0.64 2.01

213.00 53 3280.620 5.75 3274.870 54 3280.320 5.57 3274.750 39.50 0.00304 0.0678 37.8859 37.9536 37.95 250 0.00463594 42.65 0.87 0.89 0.98 0.73 2.24

214.00 54 3280.320 5.57 3274.750 55 3278.350 3.69 3274.660 31.70 0.00284 0.0544 37.9536 38.0080 38.01 250 0.00463563 41.23 0.84 0.92 0.95 0.76 2.10

215.00 55 3278.350 3.69 3274.660 56 3276.865 2.30 3274.565 31.00 0.00306 0.0532 38.0080 38.0612 38.06 250 0.00463532 42.84 0.87 0.89 0.99 0.73 2.26

216.00 56 3276.865 2.30 3274.565 59 3276.414 2.03 3274.384 58.00 0.00312 0.0995 38.0612 38.1607 38.16 250 0.00463475 43.23 0.88 0.88 0.99 0.73 2.29

217.00 59 3276.414 2.03 3274.384 60 3276.531 2.25 3274.281 34.00 0.00303 0.0583 38.2636 38.3220 38.32 250 0.00463384 42.59 0.87 0.90 0.98 0.74 2.24

218.00 235.70 60 3276.531 2.25 3274.281 61 3276.755 2.60 3274.155 41.50 0.00304 0.0712 38.3220 38.3931 38.39 250 0.00463343 42.64 0.87 0.90 0.98 0.74 2.24

901.20 13931.95 23.90

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

2.43 si cumple PVC-UF 1.29

2.49 si cumple PVC-UF 1.99

2.41 si cumple PVC-UF 1.90

2.43 si cumple PVC-UF 2.18

2.43 si cumple PVC-UF 1.60

2.43 si cumple PVC-UF 1.35

2.49 si cumple PVC-UF 1.40

2.41 si cumple PVC-UF 1.45

2.43 si cumple PVC-UF 1.64

2.46 si cumple PVC-UF 1.71

2.52 si cumple PVC-UF 1.84

2.63no cumple aumentar pendientePVC-UF 1.90

2.62no cumple aumentar pendientePVC-UF 1.69

2.65no cumple aumentar pendientePVC-UF 1.44

2.63no cumple aumentar pendientePVC-UF 1.30

2.61no cumple aumentar pendientePVC-UF 1.27

2.41 si cumple PVC-UF 1.28

2.43 si cumple PVC-UF 1.48

2.43 si cumple PVC-UF 1.70

2.46 si cumple PVC-UF 1.88

2.51 si cumple PVC-UF 1.98

2.52 si cumple PVC-UF 2.00

2.54 si cumple PVC-UF 2.03

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

2.51 si cumple PVC-UF 2.05

2.28 si cumple PVC-UF 2.33

2.54 si cumple PVC-UF 2.63

2.57no cumple aumentar pendientePVC-UF 2.53

2.71 si cumple PVC-UF 2.50

2.58no cumple aumentar pendientePVC-UF 2.60

2.63no cumple aumentar pendientePVC-UF 2.63

2.69no cumple aumentar pendientePVC-UF 2.70

2.72no cumple aumentar pendientePVC-UF 2.75

2.81no cumple aumentar pendientePVC-UF 2.83

2.87 PVC-UF 2.88

2.88 PVC-UF 2.90

2.93no cumple aumentar pendientePVC-UF 2.90

2.92 PVC-UF 2.88

2.38 si cumple PVC-UF 1.24

2.57no cumple aumentar pendientePVC-UF 1.30

2.55no cumple aumentar pendientePVC-UF 1.28

2.58no cumple aumentar pendientePVC-UF 1.37

2.57no cumple aumentar pendientePVC-UF 1.48

2.55no cumple aumentar pendientePVC-UF 1.63

2.57no cumple aumentar pendientePVC-UF 1.82

2.15 si cumple PVC-UF 2.41

2.43 si cumple PVC-UF 1.55

2.38 si cumple PVC-UF 2.40

2.38 si cumple PVC-UF 1.30

2.41 si cumple PVC-UF 1.51

2.54no cumple aumentar pendientePVC-UF 1.59

no cumple aumentar pendienteno cumple aumentar pendienteno cumple aumentar pendiente

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

2.58no cumple aumentar pendientePVC-UF 1.53

2.57no cumple aumentar pendientePVC-UF 1.50

2.55no cumple aumentar pendientePVC-UF 1.47

2.55no cumple aumentar pendientePVC-UF 1.50

2.97no cumple aumentar pendientePVC-UF 2.96

2.93 si cumple PVC-UF 2.79

2.98 si cumple PVC-UF 2.75

2.99 si cumple PVC-UF 2.95

3.04 si cumple PVC-UF 3.00

3.07 si cumple PVC-UF 3.20

3.04 si cumple PVC-UF 3.55

3.10 si cumple PVC-UF 3.78

3.10 si cumple PVC-UF 3.70

3.14 si cumple PVC-UF 3.53

3.17 si cumple PVC-UF 3.83

4.16no cumple aumentar pendientePVC-UF 5.23

4.17no cumple aumentar pendientePVC-UF 5.10

4.21no cumple aumentar pendientePVC-UF 5.10

4.19no cumple aumentar pendientePVC-UF 5.03

4.22no cumple aumentar pendientePVC-UF 5.10

4.23no cumple aumentar pendientePVC-UF 4.98

4.22no cumple aumentar pendientePVC-UF 4.63

2.46 si cumple PVC-UF 1.50

2.47 si cumple PVC-UF 1.95

2.51 si cumple PVC-UF 1.25

2.54no cumple aumentar pendientePVC-UF 1.35

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

2.63no cumple aumentar pendientePVC-UF 1.75

2.63no cumple aumentar pendientePVC-UF 2.05

2.70no cumple aumentar pendientePVC-UF 2.17

2.97no cumple aumentar pendientePVC-UF 2.54

3.20no cumple aumentar pendientePVC-UF 2.96

2.49 si cumple PVC-UF 1.53

2.49 si cumple PVC-UF 2.00

2.49 si cumple PVC-UF 2.61

2.43 si cumple PVC-UF 1.28

2.52 si cumple PVC-UF 1.55

2.49 si cumple PVC-UF 1.93

2.51 si cumple PVC-UF 2.43

2.52 si cumple PVC-UF 2.93

2.51 si cumple PVC-UF 3.15

2.52 si cumple PVC-UF 3.33

2.55 si cumple PVC-UF 3.43

2.45 si cumple PVC-UF 1.29

2.57no cumple aumentar pendientePVC-UF 1.77

2.52 si cumple PVC-UF 1.95

2.52 si cumple PVC-UF 1.70

2.52 si cumple PVC-UF 1.35

2.54 si cumple PVC-UF 1.30

2.36 si cumple PVC-UF 1.20

2.23 si cumple PVC-UF 1.20

2.23 si cumple PVC-UF 1.30

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

2.78no cumple aumentar pendientePVC-UF 2.02

2.80no cumple aumentar pendientePVC-UF 2.66

2.83no cumple aumentar pendientePVC-UF 2.59

2.83no cumple aumentar pendientePVC-UF 1.85

2.81 si cumple PVC-UF 1.33

2.86 si cumple PVC-UF 1.67

2.88 si cumple PVC-UF 2.13

2.89 si cumple PVC-UF 2.55

2.90 si cumple PVC-UF 2.83

2.91 si cumple PVC-UF 3.18

2.95 si cumple PVC-UF 3.58

2.97 si cumple PVC-UF 3.85

3.00no cumple aumentar pendientePVC-UF 4.05

3.11no cumple aumentar pendientePVC-UF 4.03

3.12 si cumple PVC-UF 3.83

3.15 si cumple PVC-UF 3.88

3.16 si cumple PVC-UF 4.07

3.17 si cumple PVC-UF 3.93

3.21 si cumple PVC-UF 4.03

2.39 si cumple PVC-UF 1.48

3.04 si cumple PVC-UF 1.88

2.42 si cumple PVC-UF 2.35

2.43 si cumple PVC-UF 3.03

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

3.43 si cumple PVC-UF 4.00

3.48 si cumple PVC-UF 4.03

3.50 si cumple PVC-UF 4.43

3.49 si cumple PVC-UF 4.35

3.44 si cumple PVC-UF 4.38

3.53 si cumple PVC-UF 4.08

3.49 si cumple PVC-UF 3.40

3.50 si cumple PVC-UF 2.90

3.49 si cumple PVC-UF 2.78

3.46 si cumple PVC-UF 3.23

3.53 si cumple PVC-UF 3.73

3.43 si cumple PVC-UF 4.10

3.57 si cumple PVC-UF 4.73

2.34 si cumple PVC-UF 1.40

2.35 si cumple PVC-UF 1.85

3.61no cumple aumentar pendientePVC-UF 5.18

3.77no cumple aumentar pendientePVC-UF 4.98

3.69no cumple aumentar pendientePVC-UF 5.05

3.64no cumple aumentar pendientePVC-UF 5.20

2.43 si cumple PVC-UF 1.13

2.43 si cumple PVC-UF 1.39

2.43 si cumple PVC-UF 1.69

2.45 si cumple PVC-UF 1.93

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

2.52 si cumple PVC-UF 2.09

2.47 si cumple PVC-UF 2.55

2.47 si cumple PVC-UF 1.25

2.47 si cumple PVC-UF 2.01

2.63no cumple aumentar pendientePVC-UF 2.17

2.63no cumple aumentar pendientePVC-UF 2.24

2.63no cumple aumentar pendientePVC-UF 2.50

2.63no cumple aumentar pendientePVC-UF 2.64

2.63no cumple aumentar pendientePVC-UF 2.86

2.63no cumple aumentar pendientePVC-UF 3.21

2.63no cumple aumentar pendientePVC-UF 2.43

3.17no cumple aumentar pendientePVC-UF 2.75

3.16no cumple aumentar pendientePVC-UF 2.73

3.19no cumple aumentar pendientePVC-UF 3.05

3.22no cumple aumentar pendientePVC-UF 3.55

3.19 si cumple PVC-UF 3.90

3.23 si cumple PVC-UF 4.13

3.23 si cumple PVC-UF 4.48

3.29 si cumple PVC-UF 4.98

3.27 si cumple PVC-UF 1.40

3.23 si cumple PVC-UF 1.90

3.16 si cumple PVC-UF 2.85

3.34 si cumple PVC-UF 1.28

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

3.37 si cumple PVC-UF 1.35

3.35 si cumple PVC-UF 1.55

3.37 si cumple PVC-UF 1.95

3.40 si cumple PVC-UF 2.35

3.37 si cumple PVC-UF 2.83

2.40 si cumple PVC-UF 1.55

2.39 si cumple PVC-UF 2.28

3.79no cumple aumentar pendientePVC-UF 5.31

3.73no cumple aumentar pendientePVC-UF 5.63

2.37 si cumple PVC-UF 1.25

1.75 si cumple PVC-UF 1.25

2.29 si cumple PVC-UF 1.20

2.46 si cumple PVC-UF 1.20

2.41 si cumple PVC-UF 1.38

2.43 si cumple PVC-UF 1.65

2.41 si cumple PVC-UF 1.95

2.42 si cumple PVC-UF 2.30

2.42 si cumple PVC-UF 2.63

2.41 si cumple PVC-UF 2.90

2.41 si cumple PVC-UF 3.25

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

4.37no cumple aumentar pendientePVC-UF 4.93

4.32no cumple aumentar pendientePVC-UF 5.05

4.42no cumple aumentar pendientePVC-UF 4.90

4.39no cumple aumentar pendientePVC-UF 4.98

4.64no cumple aumentar pendientePVC-UF 5.08

4.59no cumple aumentar pendientePVC-UF 5.23

4.56no cumple aumentar pendientePVC-UF 5.30

4.60no cumple aumentar pendientePVC-UF 5.60

4.65no cumple aumentar pendientePVC-UF 5.88

2.47 si cumple PVC-UF 1.33

2.47 si cumple PVC-UF 1.50

2.47 si cumple PVC-UF 1.53

2.57no cumple aumentar pendientePVC-UF 1.54

2.57no cumple aumentar pendientePVC-UF 1.96

2.38 si cumple PVC-UF 1.22

2.38 si cumple PVC-UF 1.43

2.70 si cumple PVC-UF 3.53

2.74 si cumple PVC-UF 3.73

2.76 si cumple PVC-UF 3.80

2.80 si cumple PVC-UF 4.00

2.86 si cumple PVC-UF 4.13

2.87 si cumple PVC-UF 4.20

2.92 si cumple PVC-UF 4.35

2.95 si cumple PVC-UF 4.43

2.97 si cumple PVC-UF 4.55

3.74 si cumple PVC-UF 4.63

CALCULO HIDRAULICO ALCANTARILLADO SANITARIO - SECTOR MARAVILCAMEJ. Y AMP. DE LOS SERVICIOS DE AGUA POTABLE Y ALCANTARILLADO EN LOS ANEXOS DE MARAVILCA, CHIMPAMARCA, HUALIANTA, PACCHA Y CENTRO URBANO DE MATAHUASI, DISTRITO DE MATAHUASI - CONCEPCIÓN- JUNÍN

Con

dic

ion

es

Tipo de material

Altura Prom.(m)

Velocidad critica (m/s)

3.78 si cumple PVC-UF 4.70

3.79 si cumple PVC-UF 4.88

3.81 si cumple PVC-UF 5.20

3.82 si cumple PVC-UF 5.60

3.65 si cumple PVC-UF 5.43

3.74 si cumple PVC-UF 5.07

5.16no cumple aumentar pendientePVC-UF 5.78

5.03no cumple aumentar pendientePVC-UF 5.73

5.15no cumple aumentar pendientePVC-UF 5.66

5.16no cumple aumentar pendientePVC-UF 4.63

5.15no cumple aumentar pendientePVC-UF 3.00

5.14no cumple aumentar pendientePVC-UF 2.17

5.15no cumple aumentar pendientePVC-UF 2.14

5.15no cumple aumentar pendientePVC-UF 2.43

PROPIEDADES HIDRAULICAS DE LA SECCION CIRCULAR

Q/Qll h/D Angulo Grad R/Rll0.0000002 0.0005000 0.0000002 5.1251 0.0013330.0000004 0.0006250 0.0000004 5.6560 0.0016660.0000006 0.0007500 0.0000006 6.1869 0.0019990.0000008 0.0008750 0.0000008 6.7177 0.0023320.0000010 0.0010000 0.000001 7.2486 0.0026650.0000091 0.0020000 0.00000915 9.4913 0.0053240.0000173 0.0030000 0.0000173 11.7339 0.0079840.0000254 0.0040000 0.00002545 13.9766 0.0106430.0000336 0.0050000 0.0000336 16.2192 0.0133020.0000552 0.0060000 0.000055175 17.6082 0.0159510.0000768 0.0070000 0.00007675 18.9971 0.0186010.0000983 0.0080000 0.000098325 20.3860 0.0212500.0001199 0.0090000 0.0001199 21.7750 0.0238990.0001563 0.0100000 0.000156275 22.8782 0.0265380.0001927 0.0110000 0.00019265 23.9814 0.0291780.0002290 0.0120000 0.000229025 25.0846 0.0318170.0002654 0.0130000 0.0002654 26.1878 0.0344560.0004261 0.0155000 0.00042605 28.3639 0.0410100.0005867 0.0180000 0.0005867 30.5399 0.0475640.0007473 0.0205000 0.00074735 32.7160 0.0541190.0009080 0.0230000 0.000908 34.8920 0.0606730.0011427 0.0252500 0.001142675 36.4739 0.0665190.0013773 0.0275000 0.00137735 38.0557 0.0723640.0016120 0.0297500 0.001612025 39.6376 0.0782100.0018467 0.0320000 0.0018467 41.2194 0.0840550.0020525 0.0335000 0.002052475 42.1555 0.0879240.0022583 0.0350000 0.00225825 43.0917 0.0917920.0024640 0.0365000 0.002464025 44.0278 0.0956610.0026698 0.0380000 0.0026698 44.9639 0.0995290.0029159 0.0395000 0.0029159 45.8313 0.1033750.0031620 0.0410000 0.003162 46.6988 0.1072210.0034081 0.0425000 0.0034081 47.5662 0.1110660.0036542 0.0440000 0.0036542 48.4336 0.1149120.0038905 0.0452500 0.003890475 49.1141 0.1181000.0041268 0.0465000 0.00412675 49.7946 0.1212870.0043630 0.0477500 0.004363025 50.4751 0.1244750.0045993 0.0490000 0.0045993 51.1556 0.1276620.0048090 0.0500000 0.004808975 51.6766 0.1302010.0050186 0.0510000 0.00501865 52.1976 0.1327400.0052283 0.0520000 0.005228325 52.7185 0.1352780.0054380 0.0530000 0.005438 53.2395 0.1378170.0056661 0.0540000 0.0056661 53.7422 0.1403460.0058942 0.0550000 0.0058942 54.2449 0.1428740.0061223 0.0560000 0.0061223 54.7476 0.1454030.0063504 0.0570000 0.0063504 55.2503 0.1479310.0065970 0.0580000 0.006597025 55.7367 0.150450

0.0068437 0.0590000 0.00684365 56.2231 0.1529680.0070903 0.0600000 0.007090275 56.7095 0.1554870.0073369 0.0610000 0.0073369 57.1959 0.1580050.0076021 0.0620000 0.007602125 57.6676 0.1605130.0078674 0.0630000 0.00786735 58.1393 0.1630210.0081326 0.0640000 0.008132575 58.6110 0.1655290.0083978 0.0650000 0.0083978 59.0827 0.1680370.0086090 0.0657500 0.008608975 59.4277 0.1699120.0088202 0.0665000 0.00882015 59.7727 0.1717860.0090313 0.0672500 0.009031325 60.1176 0.1736610.0092425 0.0680000 0.0092425 60.4626 0.1755350.0094642 0.0687500 0.0094642 60.8006 0.1774040.0096859 0.0695000 0.0096859 61.1386 0.1792730.0099076 0.0702500 0.0099076 61.4765 0.1811410.0101293 0.0710000 0.0101293 61.8145 0.1830100.0103615 0.0717500 0.010361525 62.1460 0.1848730.0105938 0.0725000 0.01059375 62.4774 0.1867360.0108260 0.0732500 0.010825975 62.8089 0.1885990.0110582 0.0740000 0.0110582 63.1403 0.1904620.0113010 0.0747500 0.011300975 63.4656 0.1923190.0115438 0.0755000 0.01154375 63.7909 0.1941770.0117865 0.0762500 0.011786525 64.1162 0.1960340.0120293 0.0770000 0.0120293 64.4415 0.1978910.0122826 0.0777500 0.012282625 64.7611 0.1997430.0125360 0.0785000 0.01253595 65.0807 0.2015940.0127893 0.0792500 0.012789275 65.4002 0.2034460.0130426 0.0800000 0.0130426 65.7198 0.2052970.0133065 0.0807500 0.0133065 66.0339 0.2071430.0135704 0.0815000 0.0135704 66.3481 0.2089890.0138343 0.0822500 0.0138343 66.6622 0.2108340.0140982 0.0830000 0.0140982 66.9763 0.2126800.0143727 0.0837500 0.01437265 67.2853 0.2145200.0146471 0.0845000 0.0146471 67.5943 0.2163600.0149215 0.0852500 0.01492155 67.9033 0.2182000.0151960 0.0860000 0.015196 68.2123 0.2200400.0153848 0.0865000 0.01538485 68.4156 0.2212640.0155737 0.0870000 0.0155737 68.6189 0.2224870.0157626 0.0875000 0.01576255 68.8222 0.2237100.0159514 0.0880000 0.0159514 69.0255 0.2249340.0162435 0.0887500 0.01624345 69.3266 0.2267640.0165355 0.0895000 0.0165355 69.6276 0.2285940.0168276 0.0902500 0.01682755 69.9287 0.2304250.0171196 0.0910000 0.0171196 70.2298 0.2322550.0173202 0.0915000 0.0173202 70.4281 0.2334720.0175208 0.0920000 0.0175208 70.6263 0.2346890.0177214 0.0925000 0.0177214 70.8246 0.2359060.0179220 0.0930000 0.017922 71.0228 0.2371230.0181273 0.0935000 0.01812725 71.2191 0.2383370.0183325 0.0940000 0.0183325 71.4154 0.2395520.0185378 0.0945000 0.01853775 71.6118 0.240767

0.0187430 0.0950000 0.018743 71.8081 0.2419810.0192767 0.0962500 0.0192767 72.2910 0.2450060.0198104 0.0975000 0.0198104 72.7740 0.2480310.0203441 0.0987500 0.0203441 73.2569 0.2510560.0208778 0.1000000 0.0208778 73.7398 0.2540810.0213259 0.1010000 0.02132585 74.1185 0.2564890.0217739 0.1020000 0.0217739 74.4971 0.2588980.0222219 0.1030000 0.02222195 74.8758 0.2613060.0226700 0.1040000 0.02267 75.2544 0.2637140.0231367 0.1050000 0.023136725 75.6267 0.2661120.0236034 0.1060000 0.02360345 75.9989 0.2685100.0240702 0.1070000 0.024070175 76.3712 0.2709080.0245369 0.1080000 0.0245369 76.7434 0.2733060.0250223 0.1090000 0.0250223 77.1096 0.2756940.0255077 0.1100000 0.0255077 77.4759 0.2780810.0259931 0.1110000 0.0259931 77.8422 0.2804690.0264785 0.1120000 0.0264785 78.2084 0.2828560.0269826 0.1130000 0.02698255 78.5690 0.2852330.0274866 0.1140000 0.0274866 78.9296 0.2876110.0279907 0.1150000 0.02799065 79.2901 0.2899880.0284947 0.1160000 0.0284947 79.6507 0.2923650.0290173 0.1170000 0.0290173 80.0059 0.2947320.0295399 0.1180000 0.0295399 80.3612 0.2970990.0300625 0.1190000 0.0300625 80.7164 0.2994660.0305851 0.1200000 0.0305851 81.0716 0.3018330.0309892 0.1207500 0.030989225 81.3347 0.3036010.0313934 0.1215000 0.03139335 81.5978 0.3053700.0317975 0.1222500 0.031797475 81.8608 0.3071380.0322016 0.1230000 0.0322016 82.1239 0.3089060.0327566 0.1240000 0.032756625 82.4704 0.3112550.0333117 0.1250000 0.03331165 82.8169 0.3136040.0338667 0.1260000 0.033866675 83.1634 0.3159520.0344217 0.1270000 0.0344217 83.5099 0.3183010.0348501 0.1277500 0.03485005 83.7667 0.3200560.0352784 0.1285000 0.0352784 84.0236 0.3218110.0357068 0.1292500 0.03570675 84.2804 0.3235650.0361351 0.1300000 0.0361351 84.5372 0.3253200.0367223 0.1310000 0.036722325 84.8758 0.3276500.0373096 0.1320000 0.03730955 85.2143 0.3299810.0378968 0.1330000 0.037896775 85.5529 0.3323120.0384840 0.1340000 0.038484 85.8914 0.3346420.0395557 0.1357500 0.039555675 86.4738 0.3386950.0406274 0.1375000 0.04062735 87.0561 0.3427480.0416990 0.1392500 0.041699025 87.6385 0.3468010.0427707 0.1410000 0.0427707 88.2208 0.3508540.0440636 0.1430000 0.04406365 88.8717 0.3554470.0453566 0.1450000 0.0453566 89.5227 0.3600400.0466496 0.1470000 0.04664955 90.1737 0.3646330.0479425 0.1490000 0.0479425 90.8246 0.3692260.0491331 0.1507500 0.04913305 91.3825 0.373210

0.0503236 0.1525000 0.0503236 91.9403 0.3771950.0515141 0.1542500 0.05151415 92.4982 0.3811790.0527047 0.1560000 0.0527047 93.0560 0.3851630.0539500 0.1577500 0.05395 93.6037 0.3891150.0551953 0.1595000 0.0551953 94.1515 0.3930670.0564406 0.1612500 0.0564406 94.6992 0.3970190.0576859 0.1630000 0.0576859 95.2469 0.4009710.0589855 0.1647500 0.058985475 95.7852 0.4048910.0602851 0.1665000 0.06028505 96.3236 0.4088100.0615846 0.1682500 0.061584625 96.8620 0.4127290.0628842 0.1700000 0.0628842 97.4003 0.4166490.0640410 0.1715000 0.06404095 97.8547 0.4199830.0651977 0.1730000 0.0651977 98.3092 0.4233170.0663545 0.1745000 0.06635445 98.7636 0.4266500.0675112 0.1760000 0.0675112 99.2180 0.4299840.0687071 0.1775000 0.0687071 99.6663 0.4332940.0699030 0.1790000 0.069903 100.1145 0.4366040.0710989 0.1805000 0.0710989 100.5628 0.4399140.0722948 0.1820000 0.0722948 101.0110 0.4432240.0735295 0.1835000 0.073529525 101.4538 0.4465100.0747643 0.1850000 0.07476425 101.8965 0.4497960.0759990 0.1865000 0.075998975 102.3392 0.4530810.0772337 0.1880000 0.0772337 102.7820 0.4563670.0785069 0.1895000 0.078506875 103.2192 0.4596290.0797800 0.1910000 0.07978005 103.6565 0.4628910.0810532 0.1925000 0.081053225 104.0938 0.4661530.0823264 0.1940000 0.0823264 104.5310 0.4694150.0836376 0.1955000 0.083637625 104.9633 0.4726530.0849488 0.1970000 0.08494885 105.3955 0.4758900.0862601 0.1985000 0.086260075 105.8278 0.4791280.0875713 0.2000000 0.0875713 106.2600 0.4823650.0886928 0.2012500 0.0886928 106.6165 0.4850450.0898143 0.2025000 0.0898143 106.9730 0.4877250.0909358 0.2037500 0.0909358 107.3295 0.4904040.0920573 0.2050000 0.0920573 107.6860 0.4930840.0935430 0.2065000 0.093542975 108.1095 0.4962770.0950286 0.2080000 0.09502865 108.5330 0.4994710.0965143 0.2095000 0.096514325 108.9565 0.5026640.0980000 0.2110000 0.098 109.3800 0.5058570.0985000 0.2116500 0.0985 109.5620 0.5072330.0990000 0.2123000 0.099 109.7440 0.5086090.0995000 0.2129500 0.0995 109.9260 0.5099860.1000000 0.2136000 0.1 110.1080 0.5113620.1005000 0.2142000 0.1005 110.2755 0.5126280.1010000 0.2148000 0.101 110.4430 0.5138950.1015000 0.2154000 0.1015 110.6105 0.5151620.1020000 0.2160000 0.102 110.7780 0.5164280.1032762 0.2172500 0.103276225 111.1245 0.5190540.1045524 0.2185000 0.10455245 111.4710 0.5216790.1058287 0.2197500 0.105828675 111.8175 0.524305

0.1071049 0.2210000 0.1071049 112.1640 0.5269300.1083337 0.2222500 0.108333725 112.5080 0.5295390.1095626 0.2235000 0.10956255 112.8520 0.5321480.1107914 0.2247500 0.110791375 113.1960 0.5347560.1120202 0.2260000 0.1120202 113.5400 0.5373650.1132739 0.2272500 0.1132739 113.8810 0.5399570.1145276 0.2285000 0.1145276 114.2220 0.5425490.1157813 0.2297500 0.1157813 114.5630 0.5451400.1170350 0.2310000 0.117035 114.9040 0.5477320.1183134 0.2322500 0.118313375 115.2428 0.5503070.1195918 0.2335000 0.11959175 115.5815 0.5528820.1208701 0.2347500 0.120870125 115.9203 0.5554560.1221485 0.2360000 0.1221485 116.2590 0.5580310.1234512 0.2372500 0.12345125 116.5950 0.5605890.1247540 0.2385000 0.124754 116.9310 0.5631460.1260568 0.2397500 0.12605675 117.2670 0.5657040.1273595 0.2410000 0.1273595 117.6030 0.5682610.1284191 0.2420000 0.1284191 117.8703 0.5702950.1294787 0.2430000 0.1294787 118.1375 0.5723290.1305383 0.2440000 0.1305383 118.4047 0.5743620.1315979 0.2450000 0.1315979 118.6720 0.5763960.1329439 0.2462500 0.132943875 119.0040 0.5789230.1342899 0.2475000 0.13428985 119.3360 0.5814500.1356358 0.2487500 0.135635825 119.6680 0.5839760.1369818 0.2500000 0.1369818 120.0000 0.5865030.1383414 0.2512500 0.138341425 120.3295 0.5890130.1397011 0.2525000 0.13970105 120.6590 0.5915230.1410607 0.2537500 0.141060675 120.9885 0.5940320.1424203 0.2550000 0.1424203 121.3180 0.5965420.1435402 0.2560000 0.143540225 121.5803 0.5985370.1446602 0.2570000 0.14466015 121.8425 0.6005330.1457801 0.2580000 0.145780075 122.1048 0.6025280.1469000 0.2590000 0.1469 122.3670 0.6045230.1477000 0.2597000 0.1477 122.5498 0.6059130.1485000 0.2604000 0.1485 122.7325 0.6073030.1493000 0.2611000 0.1493 122.9153 0.6086930.1501000 0.2618000 0.1501 123.0980 0.6100830.1504250 0.2621000 0.150425 123.1763 0.6106770.1507500 0.2624000 0.15075 123.2545 0.6112720.1510750 0.2627000 0.151075 123.3328 0.6118660.1514000 0.2630000 0.1514 123.4110 0.6124600.1528347 0.2642500 0.15283465 123.7355 0.6149250.1542693 0.2655000 0.1542693 124.0600 0.6173890.1557039 0.2667500 0.15570395 124.3845 0.6198540.1571386 0.2680000 0.1571386 124.7090 0.6223180.1582987 0.2690000 0.158298675 124.9670 0.6242770.1594587 0.2700000 0.15945875 125.2250 0.6262370.1606188 0.2710000 0.160618825 125.4830 0.6281960.1617789 0.2720000 0.1617789 125.7410 0.6301550.1629533 0.2730000 0.162953325 125.9980 0.632103

0.1641278 0.2740000 0.16412775 126.2550 0.6340520.1653022 0.2750000 0.165302175 126.5120 0.6360000.1664766 0.2760000 0.1664766 126.7690 0.6379480.1679645 0.2772500 0.167964525 127.0885 0.6403680.1694525 0.2785000 0.16945245 127.4080 0.6427870.1709404 0.2797500 0.170940375 127.7275 0.6452070.1724283 0.2810000 0.1724283 128.0470 0.6476260.1736344 0.2820000 0.173634375 128.3013 0.6495490.1748405 0.2830000 0.17484045 128.5555 0.6514720.1760465 0.2840000 0.176046525 128.8098 0.6533950.1772526 0.2850000 0.1772526 129.0640 0.6553180.1797061 0.2870000 0.179706075 129.5698 0.6591310.1821596 0.2890000 0.18215955 130.0755 0.6629430.1846130 0.2910000 0.184613025 130.5813 0.6667560.1870665 0.2930000 0.1870665 131.0870 0.6705680.1895749 0.2950000 0.189574875 131.5885 0.6743360.1920832 0.2970000 0.19208325 132.0900 0.6781030.1945916 0.2990000 0.194591625 132.5915 0.6818710.1971000 0.3010000 0.1971 133.0930 0.6856380.1996500 0.3030000 0.19965 133.5908 0.6893600.2022000 0.3050000 0.2022 134.0885 0.6930830.2047500 0.3070000 0.20475 134.5863 0.6968050.2073000 0.3090000 0.2073 135.0840 0.7005270.2095920 0.3107500 0.209591975 135.5168 0.7037470.2118840 0.3125000 0.21188395 135.9495 0.7069670.2141759 0.3142500 0.214175925 136.3823 0.7101860.2164679 0.3160000 0.2164679 136.8150 0.7134060.2191236 0.3180000 0.219123625 137.3063 0.7170430.2217794 0.3200000 0.22177935 137.7975 0.7206800.2244351 0.3220000 0.224435075 138.2888 0.7243170.2270908 0.3240000 0.2270908 138.7800 0.7279540.2294548 0.3257500 0.229454775 139.2073 0.7310990.2318188 0.3275000 0.23181875 139.6345 0.7342440.2341827 0.3292500 0.234182725 140.0618 0.7373880.2365467 0.3310000 0.2365467 140.4890 0.7405330.2392932 0.3330000 0.23929315 140.9748 0.7440840.2420396 0.3350000 0.2420396 141.4605 0.7476360.2447860 0.3370000 0.24478605 141.9463 0.7511870.2475325 0.3390000 0.2475325 142.4320 0.7547380.2481569 0.3394500 0.2481569 142.5408 0.7555310.2487813 0.3399000 0.2487813 142.6495 0.7563230.2494057 0.3403500 0.2494057 142.7582 0.7571160.2500301 0.3408000 0.2500301 142.8670 0.7579080.2518470 0.3421000 0.25184695 143.1808 0.7601850.2536638 0.3434000 0.2536638 143.4945 0.7624620.2554807 0.3447000 0.25548065 143.8083 0.7647380.2572975 0.3460000 0.2572975 144.1220 0.7670150.2597733 0.3477500 0.259773325 144.5425 0.7700490.2622492 0.3495000 0.26224915 144.9630 0.7730830.2647250 0.3512500 0.264724975 145.3835 0.776116

0.2672008 0.3530000 0.2672008 145.8040 0.7791500.2697103 0.3547500 0.2697103 146.2228 0.7821480.2722198 0.3565000 0.2722198 146.6415 0.7851470.2747293 0.3582500 0.2747293 147.0603 0.7881450.2772388 0.3600000 0.2772388 147.4790 0.7911430.2797810 0.3617500 0.279780975 147.8960 0.7941050.2823231 0.3635000 0.28232315 148.3130 0.7970680.2848653 0.3652500 0.284865325 148.7300 0.8000300.2874075 0.3670000 0.2874075 149.1470 0.8029920.2899814 0.3687500 0.289981375 149.5623 0.8059190.2925553 0.3705000 0.29255525 149.9775 0.8088450.2951291 0.3722500 0.295129125 150.3927 0.8117720.2977030 0.3740000 0.297703 150.8080 0.8146980.3003076 0.3757500 0.3003076 151.2215 0.8175880.3029122 0.3775000 0.3029122 151.6350 0.8204790.3055168 0.3792500 0.3055168 152.0485 0.8233690.3081214 0.3810000 0.3081214 152.4620 0.8262590.3103776 0.3825000 0.310377625 152.8155 0.8287070.3126339 0.3840000 0.31263385 153.1690 0.8311560.3148901 0.3855000 0.314890075 153.5225 0.8336050.3171463 0.3870000 0.3171463 153.8760 0.8360530.3198053 0.3887500 0.3198053 154.2870 0.8388760.3224643 0.3905000 0.3224643 154.6980 0.8416990.3251233 0.3922500 0.3251233 155.1090 0.8445210.3277823 0.3940000 0.3277823 155.5200 0.8473440.3304692 0.3957500 0.330469175 155.9298 0.8501300.3331561 0.3975000 0.33315605 156.3395 0.8529170.3358429 0.3992500 0.335842925 156.7493 0.8557030.3385298 0.4010000 0.3385298 157.1590 0.8584890.3408542 0.4025000 0.3408542 157.5095 0.8608480.3431786 0.4040000 0.3431786 157.8600 0.8632070.3455030 0.4055000 0.345503 158.2105 0.8655650.3478274 0.4070000 0.3478274 158.5610 0.8679240.3483725 0.4073500 0.348372525 158.6425 0.8684710.3489176 0.4077000 0.34891765 158.7240 0.8690170.3494628 0.4080500 0.349462775 158.8055 0.8695640.3500079 0.4084000 0.3500079 158.8870 0.8701100.3521986 0.4098000 0.352198625 159.2130 0.8722810.3543894 0.4112000 0.35438935 159.5390 0.8744530.3565801 0.4126000 0.356580075 159.8650 0.8766240.3587708 0.4140000 0.3587708 160.1910 0.8787950.3611357 0.4155000 0.36113565 160.5398 0.8810950.3635005 0.4170000 0.3635005 160.8885 0.8833950.3658654 0.4185000 0.36586535 161.2373 0.8856950.3682302 0.4200000 0.3682302 161.5860 0.8879950.3706127 0.4215000 0.370612675 161.9338 0.8902680.3729952 0.4230000 0.37299515 162.2815 0.8925410.3753776 0.4245000 0.375377625 162.6293 0.8948130.3777601 0.4260000 0.3777601 162.9770 0.8970860.3805610 0.4277500 0.380561 163.3823 0.899703

0.3833619 0.4295000 0.3833619 163.7875 0.9023190.3861628 0.4312500 0.3861628 164.1928 0.9049360.3889637 0.4330000 0.3889637 164.5980 0.9075520.3913820 0.4345000 0.391381975 164.9445 0.9097650.3938003 0.4360000 0.39380025 165.2910 0.9119780.3962185 0.4375000 0.396218525 165.6375 0.9141910.3986368 0.4390000 0.3986368 165.9840 0.9164040.4010706 0.4405000 0.401070575 166.3303 0.9185890.4035044 0.4420000 0.40350435 166.6765 0.9207740.4059381 0.4435000 0.405938125 167.0228 0.9229590.4083719 0.4450000 0.4083719 167.3690 0.9251440.4108204 0.4465000 0.4108204 167.7147 0.9273010.4132689 0.4480000 0.4132689 168.0605 0.9294590.4157174 0.4495000 0.4157174 168.4063 0.9316160.4181659 0.4510000 0.4181659 168.7520 0.9337730.4210402 0.4527500 0.421040225 169.1548 0.9362550.4239146 0.4545000 0.42391455 169.5575 0.9387360.4267889 0.4562500 0.426788875 169.9603 0.9412180.4296632 0.4580000 0.4296632 170.3630 0.9436990.4321413 0.4595000 0.4321413 170.7078 0.9457950.4346194 0.4610000 0.4346194 171.0525 0.9478920.4370975 0.4625000 0.4370975 171.3972 0.9499880.4395756 0.4640000 0.4395756 171.7420 0.9520840.4420737 0.4655000 0.4420737 172.0865 0.9541520.4445718 0.4670000 0.4445718 172.4310 0.9562200.4470699 0.4685000 0.4470699 172.7755 0.9582880.4495680 0.4700000 0.449568 173.1200 0.9603560.4520629 0.4715000 0.452062925 173.4643 0.9623960.4545579 0.4730000 0.45455785 173.8085 0.9644360.4570528 0.4745000 0.457052775 174.1528 0.9664750.4595477 0.4760000 0.4595477 174.4970 0.9685150.4620612 0.4775000 0.4620612 174.8410 0.9705260.4645747 0.4790000 0.4645747 175.1850 0.9725370.4670882 0.4805000 0.4670882 175.5290 0.9745480.4696017 0.4820000 0.4696017 175.8730 0.9765590.4721255 0.4835000 0.472125525 176.2170 0.9785420.4746493 0.4850000 0.47464935 176.5610 0.9805240.4771732 0.4865000 0.477173175 176.9050 0.9825070.4796970 0.4880000 0.479697 177.2490 0.9844890.4822305 0.4895000 0.48223045 177.5928 0.9864420.4847639 0.4910000 0.4847639 177.9365 0.9883960.4872974 0.4925000 0.48729735 178.2803 0.9903490.4898308 0.4940000 0.4898308 178.6240 0.9923020.4923731 0.4955000 0.4923731 178.9680 0.9942270.4949154 0.4970000 0.4949154 179.3120 0.9961510.4974577 0.4985000 0.4974577 179.6560 0.9980760.5000000 0.5000000 0.5 180.0000 1.0000000.5025504 0.5015000 0.5025504 180.3438 1.0018950.5051008 0.5030000 0.5051008 180.6875 1.0037910.5076512 0.5045000 0.5076512 181.0313 1.005686

0.5102016 0.5060000 0.5102016 181.3750 1.0075810.5127594 0.5075000 0.51275935 181.7188 1.0094470.5153171 0.5090000 0.5153171 182.0625 1.0113130.5178749 0.5105000 0.51787485 182.4063 1.0131790.5204326 0.5120000 0.5204326 182.7500 1.0150450.5234249 0.5137500 0.5234249 183.1513 1.0171850.5264172 0.5155000 0.5264172 183.5525 1.0193240.5294095 0.5172500 0.5294095 183.9538 1.0214640.5324018 0.5190000 0.5324018 184.3550 1.0236030.5349728 0.5205000 0.534972825 184.6993 1.0254050.5375439 0.5220000 0.53754385 185.0435 1.0272070.5401149 0.5235000 0.540114875 185.3877 1.0290080.5426859 0.5250000 0.5426859 185.7320 1.0308100.5452618 0.5265000 0.545261825 186.0763 1.0325820.5478378 0.5280000 0.54783775 186.4205 1.0343540.5504137 0.5295000 0.550413675 186.7648 1.0361260.5529896 0.5310000 0.5529896 187.1090 1.0378980.5555696 0.5325000 0.555569625 187.4535 1.0396400.5581497 0.5340000 0.55814965 187.7980 1.0413820.5607297 0.5355000 0.560729675 188.1425 1.0431230.5633097 0.5370000 0.5633097 188.4870 1.0448650.5658930 0.5385000 0.565893025 188.8320 1.0465770.5684764 0.5400000 0.56847635 189.1770 1.0482890.5710597 0.5415000 0.571059675 189.5220 1.0500000.5736430 0.5430000 0.573643 189.8670 1.0517120.5766600 0.5447500 0.576659975 190.2698 1.0536710.5796770 0.5465000 0.57967695 190.6725 1.0556290.5826939 0.5482500 0.582693925 191.0753 1.0575880.5857109 0.5500000 0.5857109 191.4780 1.0595460.5882986 0.5515000 0.588298625 191.8238 1.0611920.5908864 0.5530000 0.59088635 192.1695 1.0628370.5934741 0.5545000 0.593474075 192.5152 1.0644830.5960618 0.5560000 0.5960618 192.8610 1.0661280.5986508 0.5575000 0.59865075 193.2073 1.0677430.6012397 0.5590000 0.6012397 193.5535 1.0693580.6038287 0.5605000 0.60382865 193.8997 1.0709720.6064176 0.5620000 0.6064176 194.2460 1.0725870.6090055 0.5635000 0.60900545 194.5925 1.0741710.6115933 0.5650000 0.6115933 194.9390 1.0757550.6141812 0.5665000 0.61418115 195.2855 1.0773380.6167690 0.5680000 0.616769 195.6320 1.0789220.6197875 0.5697500 0.619787475 196.0373 1.0807300.6228060 0.5715000 0.62280595 196.4425 1.0825380.6258244 0.5732500 0.625824425 196.8478 1.0843460.6288429 0.5750000 0.6288429 197.2530 1.0861540.6314282 0.5765000 0.63142815 197.6013 1.0876700.6340134 0.5780000 0.6340134 197.9495 1.0891860.6365987 0.5795000 0.63659865 198.2978 1.0907010.6391839 0.5810000 0.6391839 198.6460 1.0922170.6417663 0.5825000 0.64176635 198.9945 1.093701

0.6443488 0.5840000 0.6443488 199.3430 1.0951860.6469313 0.5855000 0.64693125 199.6915 1.0966700.6495137 0.5870000 0.6495137 200.0400 1.0981540.6525219 0.5887500 0.6525219 200.4480 1.0998450.6555301 0.5905000 0.6555301 200.8560 1.1015360.6585383 0.5922500 0.6585383 201.2640 1.1032270.6615465 0.5940000 0.6615465 201.6720 1.1049180.6641199 0.5955000 0.664119925 202.0222 1.1063330.6666934 0.5970000 0.66669335 202.3725 1.1077470.6692668 0.5985000 0.669266775 202.7228 1.1091620.6718402 0.6000000 0.6718402 203.0730 1.1105770.6748355 0.6017500 0.67483545 203.4830 1.1121870.6778307 0.6035000 0.6778307 203.8930 1.1137960.6808260 0.6052500 0.68082595 204.3030 1.1154060.6838212 0.6070000 0.6838212 204.7130 1.1170150.6863815 0.6085000 0.68638145 205.0655 1.1183590.6889417 0.6100000 0.6889417 205.4180 1.1197030.6915019 0.6115000 0.69150195 205.7705 1.1210470.6940622 0.6130000 0.6940622 206.1230 1.1223910.6970396 0.6147500 0.697039575 206.5355 1.1239180.7000170 0.6165000 0.70001695 206.9480 1.1254440.7029943 0.6182500 0.702994325 207.3605 1.1269710.7059717 0.6200000 0.7059717 207.7730 1.1284970.7085145 0.6215000 0.7085145 208.1275 1.1297690.7110573 0.6230000 0.7110573 208.4820 1.1310420.7136001 0.6245000 0.7136001 208.8365 1.1323140.7161429 0.6260000 0.7161429 209.1910 1.1335860.7190974 0.6277500 0.719097375 209.6063 1.1350280.7220518 0.6295000 0.72205185 210.0215 1.1364700.7250063 0.6312500 0.725006325 210.4368 1.1379120.7279608 0.6330000 0.7279608 210.8520 1.1393540.7309008 0.6347500 0.730900825 211.2690 1.1407500.7338409 0.6365000 0.73384085 211.6860 1.1421460.7367809 0.6382500 0.736780875 212.1030 1.1435420.7397209 0.6400000 0.7397209 212.5200 1.1449380.7422282 0.6415000 0.742228225 212.8788 1.1460970.7447356 0.6430000 0.74473555 213.2375 1.1472570.7472429 0.6445000 0.747242875 213.5963 1.1484160.7497502 0.6460000 0.7497502 213.9550 1.1495750.7526593 0.6477500 0.752659275 214.3753 1.1508840.7555684 0.6495000 0.75556835 214.7955 1.1521930.7584774 0.6512500 0.758477425 215.2158 1.1535020.7613865 0.6530000 0.7613865 215.6360 1.1548110.7642767 0.6547500 0.7642767 216.0583 1.1560730.7671669 0.6565000 0.7671669 216.4805 1.1573340.7700571 0.6582500 0.7700571 216.9028 1.1585960.7729473 0.6600000 0.7729473 217.3250 1.1598570.7758170 0.6617500 0.775816975 217.7495 1.1610710.7786867 0.6635000 0.77868665 218.1740 1.1622840.7815563 0.6652500 0.781556325 218.5985 1.163498

0.7844260 0.6670000 0.784426 219.0230 1.1647110.7876785 0.6690000 0.7876785 219.5107 1.1660390.7909310 0.6710000 0.790931 219.9985 1.1673660.7941835 0.6730000 0.7941835 220.4863 1.1686930.7974360 0.6750000 0.797436 220.9740 1.1700210.8002563 0.6767500 0.8002563 221.4035 1.1711300.8030766 0.6785000 0.8030766 221.8330 1.1722390.8058969 0.6802500 0.8058969 222.2625 1.1733470.8087172 0.6820000 0.8087172 222.6920 1.1744560.8115118 0.6837500 0.8115118 223.1238 1.1755150.8143064 0.6855000 0.8143064 223.5555 1.1765740.8171010 0.6872500 0.817101 223.9873 1.1776320.8198956 0.6890000 0.8198956 224.4190 1.1786910.8230558 0.6910000 0.8230558 224.9160 1.1798400.8262160 0.6930000 0.826216 225.4130 1.1809880.8293762 0.6950000 0.8293762 225.9100 1.1821370.8325364 0.6970000 0.8325364 226.4070 1.1832850.8341022 0.6980000 0.83410225 226.6568 1.1838340.8356681 0.6990000 0.8356681 226.9065 1.1843830.8372339 0.7000000 0.83723395 227.1563 1.1849320.8387998 0.7010000 0.8387998 227.4060 1.1854810.8403557 0.7020000 0.840355725 227.6568 1.1860140.8419117 0.7030000 0.84191165 227.9075 1.1865460.8434676 0.7040000 0.843467575 228.1583 1.1870790.8450235 0.7050000 0.8450235 228.4090 1.1876110.8465478 0.7060000 0.84654778 228.6608 1.1881260.8480721 0.7070000 0.84807206 228.9125 1.1886420.8495963 0.7080000 0.84959634 229.1642 1.1891570.8511206 0.7090000 0.85112062 229.4160 1.1896720.8526770 0.7100000 0.85267704 229.6690 1.1901700.8542335 0.7110000 0.85423346 229.9220 1.1906690.8557899 0.7120000 0.85578988 230.1750 1.1911670.8573463 0.7130000 0.8573463 230.4280 1.1916650.8588704 0.7140000 0.8588704 230.6818 1.1921460.8603945 0.7150000 0.8603945 230.9355 1.1926270.8619186 0.7160000 0.8619186 231.1893 1.1931080.8634427 0.7170000 0.8634427 231.4430 1.1935890.8649555 0.7180000 0.864955475 231.6980 1.1940530.8664683 0.7190000 0.86646825 231.9530 1.1945160.8679810 0.7200000 0.867981025 232.2080 1.1949800.8694938 0.7210000 0.8694938 232.4630 1.1954430.8709949 0.7220000 0.8709949 232.7190 1.1958890.8724960 0.7230000 0.872496 232.9750 1.1963350.8739971 0.7240000 0.8739971 233.2310 1.1967810.8754982 0.7250000 0.8754982 233.4870 1.1972270.8769873 0.7260000 0.8769873 233.7443 1.1976560.8784764 0.7270000 0.8784764 234.0015 1.1980840.8799655 0.7280000 0.8799655 234.2588 1.1985130.8814546 0.7290000 0.8814546 234.5160 1.1989410.8832985 0.7302500 0.8832985 234.8393 1.199451

0.8851424 0.7315000 0.8851424 235.1625 1.1999620.8869863 0.7327500 0.8869863 235.4858 1.2004720.8888302 0.7340000 0.8888302 235.8090 1.2009820.8902909 0.7350000 0.890290875 236.0690 1.2013700.8917516 0.7360000 0.89175155 236.3290 1.2017580.8932122 0.7370000 0.893212225 236.5890 1.2021460.8946729 0.7380000 0.8946729 236.8490 1.2025340.8961162 0.7390000 0.896116245 237.1103 1.2029040.8975596 0.7400000 0.89755959 237.3715 1.2032730.8990029 0.7410000 0.899002935 237.6328 1.2036430.9004463 0.7420000 0.90044628 237.8940 1.2040120.9022406 0.7432500 0.90224056 238.2223 1.2044480.9040348 0.7445000 0.90403484 238.5505 1.2048850.9058291 0.7457500 0.90582912 238.8788 1.2053210.9076234 0.7470000 0.9076234 239.2070 1.2057570.9090397 0.7480000 0.9090397 239.4713 1.2060850.9104560 0.7490000 0.910456 239.7355 1.2064130.9118723 0.7500000 0.9118723 239.9998 1.2067410.9132886 0.7510000 0.9132886 240.2640 1.2070690.9150386 0.7522500 0.91503855 240.5965 1.2074530.9167885 0.7535000 0.9167885 240.9290 1.2078370.9185385 0.7547500 0.91853845 241.2615 1.2082200.9202884 0.7560000 0.9202884 241.5940 1.2086040.9220149 0.7572500 0.9220149 241.9288 1.2089580.9237414 0.7585000 0.9237414 242.2635 1.2093120.9254679 0.7597500 0.9254679 242.5983 1.2096650.9271944 0.7610000 0.9271944 242.9330 1.2100190.9288967 0.7622500 0.928896675 243.2700 1.2103420.9305990 0.7635000 0.93059895 243.6070 1.2106660.9323012 0.7647500 0.932301225 243.9440 1.2109900.9340035 0.7660000 0.9340035 244.2810 1.2113130.9353473 0.7670000 0.9353473 244.5525 1.2115500.9366911 0.7680000 0.9366911 244.8240 1.2117870.9380349 0.7690000 0.9380349 245.0955 1.2120230.9393787 0.7700000 0.9393787 245.3670 1.2122600.9410352 0.7712500 0.941035225 245.7088 1.2125280.9426918 0.7725000 0.94269175 246.0505 1.2127970.9443483 0.7737500 0.944348275 246.3923 1.2130650.9460048 0.7750000 0.9460048 246.7340 1.2133330.9479574 0.7765000 0.947957425 247.1475 1.2136130.9499101 0.7780000 0.94991005 247.5610 1.2138940.9518627 0.7795000 0.951862675 247.9745 1.2141740.9538153 0.7810000 0.9538153 248.3880 1.2144540.9554121 0.7822500 0.955412125 248.7358 1.2146530.9570090 0.7835000 0.95700895 249.0835 1.2148510.9586058 0.7847500 0.958605775 249.4313 1.2150500.9602026 0.7860000 0.9602026 249.7790 1.2152480.9613410 0.7872500 0.96134095 250.1298 1.2154140.9624793 0.7885000 0.9624793 250.4805 1.2155800.9636177 0.7897500 0.96361765 250.8313 1.215746

0.9647560 0.7910000 0.964756 251.1820 1.2159120.9670288 0.7925000 0.96702875 251.6070 1.2160680.9693015 0.7940000 0.9693015 252.0320 1.2162230.9715743 0.7955000 0.97157425 252.4570 1.2163790.9738470 0.7970000 0.973847 252.8820 1.2165340.9756457 0.7985000 0.975645675 253.3118 1.2166410.9774444 0.8000000 0.97744435 253.7415 1.2167490.9792430 0.8015000 0.979243025 254.1713 1.2168560.9810417 0.8030000 0.9810417 254.6010 1.2169630.9825056 0.8042500 0.9825056 254.9630 1.2170140.9839695 0.8055000 0.9839695 255.3250 1.2170660.9854334 0.8067500 0.9854334 255.6870 1.2171170.9868973 0.8080000 0.9868973 256.0490 1.2171680.9886104 0.8095000 0.988610425 256.4880 1.2171840.9903236 0.8110000 0.99032355 256.9270 1.2171990.9920367 0.8125000 0.992036675 257.3660 1.2172140.9937498 0.8140000 0.9937498 257.8050 1.2172300.9956860 0.8157500 0.995686025 258.3243 1.2171820.9976223 0.8175000 0.99762225 258.8435 1.2171350.9995585 0.8192500 0.999558475 259.3628 1.2170871.0014947 0.8210000 1.0014947 259.8820 1.2170401.0030986 0.8225000 1.0030986 260.3333 1.2169421.0047025 0.8240000 1.0047025 260.7845 1.2168441.0063064 0.8255000 1.0063064 261.2358 1.2167451.0079103 0.8270000 1.0079103 261.6870 1.2166471.0097136 0.8287500 1.009713625 262.2215 1.2164641.0115169 0.8305000 1.01151695 262.7560 1.2162801.0133203 0.8322500 1.013320275 263.2905 1.2160971.0151236 0.8340000 1.0151236 263.8250 1.2159131.0168506 0.8357500 1.01685055 264.3688 1.2156531.0185775 0.8375000 1.0185775 264.9125 1.2153931.0203044 0.8392500 1.02030445 265.4563 1.2151331.0220314 0.8410000 1.0220314 266.0000 1.2148731.0239069 0.8430000 1.02390685 266.6333 1.2144791.0257823 0.8450000 1.0257823 267.2665 1.2140851.0276578 0.8470000 1.02765775 267.8998 1.2136901.0295332 0.8490000 1.0295332 268.5330 1.2132961.0310839 0.8507500 1.031083925 269.0985 1.2128631.0326346 0.8525000 1.03263465 269.6640 1.2124291.0341854 0.8542500 1.034185375 270.2295 1.2119961.0357361 0.8560000 1.0357361 270.7950 1.2115631.0375990 0.8582500 1.03759895 271.5393 1.2108791.0394618 0.8605000 1.0394618 272.2835 1.2101961.0413247 0.8627500 1.04132465 273.0277 1.2095121.0431875 0.8650000 1.0431875 273.7720 1.2088291.0448940 0.8672500 1.044893975 274.5375 1.2079961.0466005 0.8695000 1.04660045 275.3030 1.2071631.0483069 0.8717500 1.048306925 276.0685 1.2063301.0500134 0.8740000 1.0500134 276.8340 1.2054971.0515527 0.8762500 1.0515527 277.6235 1.204505

1.0530920 0.8785000 1.053092 278.4130 1.2035141.0546313 0.8807500 1.0546313 279.2025 1.2025221.0561706 0.8830000 1.0561706 279.9920 1.2015301.0578069 0.8857500 1.057806875 280.9935 1.2000871.0594432 0.8885000 1.05944315 281.9950 1.1986431.0610794 0.8912500 1.061079425 282.9965 1.1972001.0627157 0.8940000 1.0627157 283.9980 1.1957561.0640579 0.8967500 1.064057875 285.0463 1.1940361.0654001 0.8995000 1.06540005 286.0945 1.1923151.0667422 0.9022500 1.066742225 287.1428 1.1905951.0680844 0.9050000 1.0680844 288.1910 1.1888741.0693169 0.9085000 1.0693169 289.6080 1.1862341.0705494 0.9120000 1.0705494 291.0250 1.1835941.0717819 0.9155000 1.0717819 292.4420 1.1809551.0730144 0.9190000 1.0730144 293.8590 1.1783151.0736674 0.9230000 1.073667425 295.6235 1.1745741.0743205 0.9270000 1.07432045 297.3880 1.1708321.0749735 0.9310000 1.074973475 299.1525 1.1670911.0756265 0.9350000 1.0756265 300.9170 1.1633491.0749434 0.9402500 1.074943375 303.5793 1.1569091.0742603 0.9455000 1.07426025 306.2415 1.1504691.0735771 0.9507500 1.073577125 308.9038 1.1440281.0728940 0.9560000 1.072894 311.5660 1.1375881.0793143 0.9612500 1.07931425 314.9515 1.1283941.0857345 0.9665000 1.0857345 318.3370 1.1192011.0921548 0.9717500 1.09215475 321.7225 1.1100071.0985750 0.9770000 1.098575 325.1080 1.1008131.0833849 0.9807500 1.0833849 328.6993 1.0904051.0681948 0.9845000 1.0681948 332.2905 1.0799971.0530047 0.9882500 1.0530047 335.8818 1.0695881.0378146 0.9920000 1.0378146 339.4730 1.0591801.0283610 0.9940000 1.02836095 344.6047 1.0443851.0189073 0.9960000 1.0189073 349.7365 1.0295901.0094537 0.9980000 1.00945365 354.8683 1.0147951.0000000 1.0000000 1 360.0000 1.000000

PROPIEDADES HIDRAULICAS DE LA SECCION CIRCULAR

V/Vll R/D0.012112 0.0003332550.013890 0.0004165300.015668 0.0004998050.017446 0.0005830800.019224 0.0006663550.028453 0.0013311540.037683 0.0019959530.046912 0.0026607520.056141 0.0033255510.062848 0.0039878570.069556 0.0046501630.076263 0.0053124690.082970 0.0059747750.088699 0.0066345850.094429 0.0072943950.100158 0.0079542040.105887 0.0086140140.118017 0.0102525950.130147 0.0118911770.142276 0.0135297580.154406 0.0151683390.163776 0.0166296620.173146 0.0180909840.182515 0.0195523070.191885 0.0210136300.197605 0.0219807720.203326 0.0229479150.209046 0.0239150570.214766 0.0248821990.220165 0.0258436700.225564 0.0268051400.230963 0.0277666100.236362 0.0287280810.240656 0.0295249650.244950 0.0303218490.249243 0.0311187340.253537 0.0319156180.256855 0.0325502790.260174 0.0331849390.263492 0.0338196000.266810 0.0344542610.270035 0.0350863880.273260 0.0357185150.276484 0.0363506410.279709 0.0369827680.282849 0.037612357

0.285988 0.0382419470.289128 0.0388715360.292267 0.0395011250.295328 0.0401281730.298390 0.0407552210.301451 0.0413822690.304512 0.0420093170.306760 0.0424779330.309008 0.0429465490.311256 0.0434151650.313504 0.0438837810.315714 0.0443509640.317923 0.0448181470.320133 0.0452853300.322342 0.0457525130.324515 0.0462182610.326688 0.0466840100.328861 0.0471497590.331034 0.0476155070.333172 0.0480798190.335311 0.0485441320.337449 0.0490084440.339587 0.0494727560.341692 0.0499356300.343797 0.0503985050.345902 0.0508613800.348007 0.0513242540.350081 0.0517856890.352155 0.0522471250.354228 0.0527085600.356302 0.0531699950.358345 0.0536299890.360389 0.0540899830.362432 0.0545499780.364475 0.0550099720.365821 0.0553158330.367167 0.0556216950.368513 0.0559275570.369859 0.0562334180.371855 0.0566910070.373851 0.0571485960.375846 0.0576061860.377842 0.0580637750.379157 0.0583680320.380473 0.0586722890.381788 0.0589765450.383103 0.0592808020.384407 0.0595844160.385711 0.0598880290.387014 0.060191643

0.388318 0.0604952570.391528 0.0612514770.394737 0.0620076960.397947 0.0627639160.401157 0.0635201350.403676 0.0641222110.406196 0.0647242860.408715 0.0653263620.411234 0.0659284370.413712 0.0665279310.416190 0.0671274250.418668 0.0677269180.421146 0.0683264120.423585 0.0689233200.426024 0.0695202280.428462 0.0701171360.430901 0.0707140440.433302 0.0713083620.435703 0.0719026800.438104 0.0724969980.440505 0.0730913160.442870 0.0736830400.445235 0.0742747650.447599 0.0748664890.449964 0.0754582130.451715 0.0759003010.453465 0.0763423900.455216 0.0767844790.456967 0.0772265670.459272 0.0778137420.461576 0.0784009180.463881 0.0789880930.466185 0.0795752680.467892 0.0800139400.469600 0.0804526120.471307 0.0808912850.473014 0.0813299570.475262 0.0819125710.477511 0.0824951850.479759 0.0830777980.482007 0.0836604120.485868 0.0846736980.489730 0.0856869830.493591 0.0867002690.497452 0.0877135540.501756 0.0888617690.506061 0.0900099850.510365 0.0911582000.514669 0.0923064150.518345 0.093302481

0.522022 0.0942985470.525698 0.0952946120.529374 0.0962906780.532971 0.0972786710.536568 0.0982666650.540164 0.0992546580.543761 0.1002426510.547282 0.1012225480.550803 0.1022024460.554324 0.1031823430.557845 0.1041622400.560805 0.1049956900.563765 0.1058291400.566725 0.1066625900.569685 0.1074960400.572594 0.1083235090.575503 0.1091509780.578411 0.1099784470.581320 0.1108059160.584179 0.1116273890.587038 0.1124488610.589897 0.1132703340.592756 0.1140918060.595567 0.1149072660.598378 0.1157227260.601190 0.1165381860.604001 0.1173536460.606766 0.1181630780.609531 0.1189725100.612295 0.1197819420.615060 0.1205913740.617330 0.1212612840.619599 0.1219311940.621868 0.1226011040.624138 0.1232710140.626821 0.1240782610.629504 0.1248855070.632188 0.1256927540.634871 0.1265000000.636021 0.1268250000.637170 0.1271500000.638319 0.1274750000.639469 0.1278000000.640523 0.1281250000.641577 0.1284500000.642630 0.1287750000.643684 0.1291000000.645859 0.1297581480.648033 0.1304162950.650208 0.131074443

0.652382 0.1317325900.654528 0.1323847660.656675 0.1330369420.658821 0.1336891170.660967 0.1343412930.663086 0.1349892210.665204 0.1356371490.667322 0.1362850770.669441 0.1369330050.671532 0.1375766750.673623 0.1382203450.675715 0.1388640150.677806 0.1395076850.679871 0.1401470870.681936 0.1407864890.684000 0.1414258910.686065 0.1420652930.687698 0.1425737350.689331 0.1430821760.690964 0.1435906180.692597 0.1440990590.694615 0.1447307520.696634 0.1453624460.698652 0.1459941390.700670 0.1466258320.702663 0.1472532280.704656 0.1478806240.706649 0.1485080200.708642 0.1491354160.710219 0.1496265620.711796 0.1501177080.713372 0.1506088540.714949 0.1511000000.716043 0.1514500000.717138 0.1518000000.718232 0.1521500000.719326 0.1525000000.719793 0.1526500000.720260 0.1528000000.720726 0.1529500000.721193 0.1531000000.723123 0.1537198960.725053 0.1543397920.726982 0.1549596870.728912 0.1555795830.730439 0.1560694000.731966 0.1565592170.733492 0.1570490340.735019 0.1575388510.736531 0.158025887

0.738042 0.1585129230.739554 0.1589999590.741066 0.1594869950.742935 0.1600918710.744804 0.1606967470.746673 0.1613016220.748542 0.1619064980.750021 0.1623872560.751500 0.1628680150.752979 0.1633487730.754458 0.1638295310.757373 0.1647826420.760288 0.1657357530.763202 0.1666888640.766117 0.1676419750.768976 0.1685814810.771835 0.1695209880.774694 0.1704604940.777553 0.1714000000.780357 0.1723250000.783161 0.1732500000.785965 0.1741750000.788769 0.1751000000.791179 0.1759128700.793588 0.1767257410.795997 0.1775386110.798407 0.1783514810.801112 0.1792607360.803816 0.1801699910.806521 0.1810792460.809225 0.1819885010.811549 0.1827747160.813873 0.1835609300.816197 0.1843471450.818521 0.1851333590.821129 0.1860211180.823738 0.1869088770.826346 0.1877966360.828954 0.1886843950.829534 0.1888882960.830114 0.1890921980.830694 0.1892960990.831274 0.1895000000.832936 0.1900634220.834597 0.1906268440.836259 0.1911902650.837920 0.1917536870.840124 0.1925121370.842328 0.1932705860.844531 0.194029036

0.846735 0.1947874850.848902 0.1955370230.851068 0.1962865620.853234 0.1970361000.855401 0.1977856380.857531 0.1985262270.859661 0.1992668150.861791 0.2000074040.863921 0.2007479920.866015 0.2014795920.868109 0.2022111910.870203 0.2029427910.872297 0.2036743900.874355 0.2043969610.876414 0.2051195310.878472 0.2058421020.880530 0.2065646720.882266 0.2071768010.884002 0.2077889300.885738 0.2084010580.887474 0.2090131870.889467 0.2097188800.891461 0.2104245740.893454 0.2111302670.895447 0.2118359600.897406 0.2125325050.899364 0.2132290500.901323 0.2139255950.903281 0.2146221400.904933 0.2152118640.906585 0.2158015880.908236 0.2163913130.909888 0.2169810370.910270 0.2171107780.910652 0.2172405180.911033 0.2173702590.911415 0.2175000000.912929 0.2180496990.914443 0.2185993980.915956 0.2191490960.917470 0.2196987950.919068 0.2202737910.920666 0.2208487870.922264 0.2214237830.923862 0.2219987790.925436 0.2225669320.927009 0.2231350850.928583 0.2237032370.930156 0.2242713900.931961 0.224925546

0.933766 0.2255797020.935572 0.2262338570.937377 0.2268880130.938898 0.2274412350.940420 0.2279944580.941941 0.2285476800.943462 0.2291009020.944960 0.2296471850.946457 0.2301934680.947955 0.2307397510.949452 0.2312860340.950926 0.2318253460.952399 0.2323646580.953873 0.2329039690.955346 0.2334432810.957036 0.2340636240.958725 0.2346839670.960415 0.2353043090.962104 0.2359246520.963527 0.2364487480.964949 0.2369728430.966372 0.2374969380.967795 0.2380210340.969195 0.2385380540.970594 0.2390550730.971994 0.2395720930.973393 0.2400891120.974769 0.2405990210.976146 0.2411089300.977522 0.2416188390.978898 0.2421287480.980251 0.2426315110.981605 0.2431342750.982958 0.2436370380.984311 0.2441398010.985641 0.2446353820.986972 0.2451309640.988302 0.2456265450.989632 0.2461221260.990940 0.2466104890.992247 0.2470988510.993555 0.2475872140.994862 0.2480755760.996147 0.2485566820.997431 0.2490377880.998716 0.2495188941.000000 0.2500000001.001262 0.2504738111.002524 0.2509476221.003786 0.251421432

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568480356198190350370367179118280468202

271.889

4486.8