tablas 1 y 2

PROYECTO DE CLOACAS

Informacion PreliminarTrazado: Colectores, Empotramientos, BV

Sentido de flujoNomenclatura

Perfiles

Presupuesto

Cálculo de QAN por Tramo

ZonificadoTabla 1

NO ZonificadoTabla 1

Cálculo de Gasto de Proyecto por TramoTabla 2

Cálculo de Colectoresf , I, C, V, vr, Cotas

Tabla 3

Cómputos MétricosLisata de Materiales

ACP 2/8

SISTEMA DE RECOLECCION DE AGUAS SERVIDAS

URB. " XXXX" Factor C Fecha : / / Hoja: /

UBICACIÓN: AVENIDA XXXXXX, MUNICIPIO xxxxx CIUDAD, ESTADO xxxxxxxx 9.06 3.00 0.80 1.67 Calculado por:

Tramo

Dotación (lts/día) Aporte de Qaguas negras (lts/día) C [1,2]

Qinfilt. C

A14 a A13 92.5 9 3.58 15300 36720 0 0 1.67 0.71A13 a A12 92.5 4 3.58 5100 25,200.00 12240 0 20160 1.67 0.62A12 a A11 48.82 0 3.58 0 0 0 0 1.67 0.00A11 a A10 48 4 5 24000 57600 0 0 1.67 1.11A10 a A9 52 0 0 0 0 0 0 1.67 0.00A9 a A8 52 0 0 0 0 0 0 1.67 0.00A8 a A7 49 0 0 0 0 0 0 1.67 0.00A7 a A6 49 0 0 0 0 0 0 1.67 0.00A6 a A5 53 0 0 0 0 0 0 1.67 0.00A5 a A4 16.41 1 5 2366.66 5679.984 0 0 1.67 0.11A4 a A3 13.98 1 5 2366.66 5679.984 0 0 1.67 0.11A3 a A2 53.55 4 5 9466.66 22719.984 0 0 1.67 0.44A2 a A1 25.5 1 5 3400 8160 0 0 1.67 0.16A1 a A0 50.62 0 0 0 0 0 0 1.67 0.00

A11-2 a A11-1 103.92 12 3.95 19,259.43 18,900.00 46222.632 0 15120 1.67 1.18A11-1 a A11 103.92 18 3.95 36308.57 87140.568 0 0 1.67 1.68A9-3 a A9-2 91.17 4 6.83 79776 0 0 63820.8 1.67 1.23A9-2 a A9-1 91.5 17 6.83 34,260.00 37,800.00 82224 0 30240 1.67 2.17A9-1 a A9 91.5 17 6.83 72060 172944 0 0 1.67 3.34

A8-3 a A8-2 95.5 12 3.95 16,100.00 48,600.00 38640 0 38880 1.67 1.50A8-2 a A8-1 91.5 15 3.95 49936.36 119847.264 0 0 1.67 2.31A8-1 a A8 91.5 18 3.95 59923.63 143816.712 0 0 1.67 2.77

A7-7 a A7-6 87.5 10 3.95 31000 74400 0 0 1.67 1.43A7-6 a A7-5 6.12 1 3.95 1650 3960 0 0 1.67 0.08A7-5 a A7-4 6.12 0 0 0 0 0 0 1.67 0.00A7-4 a A7-3 6.12 0 0 0 0 0 0 1.67 0.00A7-3 a A7-2 6.12 0 0 0 0 0 0 1.67 0.00A7-2 a A7-1 83.5 14 3.95 60581.81 145396.344 0 0 1.67 2.80A7-1 a A7 91.5 19 3.95 44,418.18 37,800.00 106603.632 0 30240 1.67 2.64

A6-3 a A6-2 85.5 11 3.95 29,250.00 29,700.00 70200 0 23760 1.67 1.81A6-2 a A6-1 91.5 17 3.95 35,220.00 37,260.00 84528 0 29808 1.67 2.21A6-1 a A6 91.5 17 3.95 70,320.00 2,160.00 168768 0 1728 1.67 3.29

A0-3 a A5-1 91.5 13 6.98 29,084.00 5,196.00 69801.6 0 4156.8 1.67 1.43A5-1 A A5 91.5 13 6.98 34280 82272 0 0 1.67 1.59

A0-1 A A2-2 103.34 7 3.95 29691.84 71260.416 0 0 1.67 1.37A2-2 a A2-1 3.69 0 0 0 0 0 0 1.67 0.00A2-1 a A2 20.58 0 0 0 0 0 0 1.67 0.00

A6-2 a A0-3 53 2 6.98 5500 13200 0 0 1.67 0.25A0-3 a A0-2 35.28 1 6.98 2750 6600 0 0 1.67 0.13A0-2 a A0-1 25.05 0 0 0 0 0 0 1.67 0.00A0-1 a A0 95.92 0 0 0 0 0 0 1.67 0.00

A10-1 a A10 12.5 1 1 265000 636000 0 0 1.67 12.27A9 a C3 77.1 3 7.1 57600 138240 0 0 1.67 2.67C3 a C2 77.1 5 7.1 76800 30406 184320 24324.664 0 1.67 4.02C2 a C1 101.5 4 7.1 76800 184320 0 0 1.67 3.55C1 a C0 101.5 5 7.1 96000 230400 0 0 1.67 4.44

C2-1 a C2 60.81 1 1 216000 518400 0 0 1.67 10.00C0-1 a C0 120.8 8 7.1 13800 33120 0 0 1.67 0.64C0 a B9 3 0 0 0 0 0 0 1.67 0.00B9 a B8 53 2 3.95 5340 0 0 4272 1.67 0.08B8 a B7 49 2 6984 0 0 5587.2 1.67 0.11B7 a B6 51.41 1 2076.76431 0 0 1661.41145 1.67 0.03B6 a B5 16.9 0 0 0 0 1.67 0.00B5 a B4 94.29 4 17256 0 0 13804.8 1.67 0.27B4 a B3 11.48 0 0 0 0 0 0 1.67 0.00B3 a B2 19.32 0 0 0 0 0 0 1.67 0.00B2 a B1 75.16 2 7.22 4200 10080 0 0 1.67 0.19B1 a B0 75.16 5 7.22 10500 84678 25200 67742.664 0 1.67 1.79B0 a A1 53 2 7.22 4200 10080 0 0 1.67 0.19

B0-1 a B0 97.47 12 3.95 23300 55920 0 0 1.67 1.08B8-1 a B8 125.5 15 3.95 27600 66240 0 0 1.67 1.28B7-1 a B7 125.5 14 3.95 24800 59520 0 0 1.67 1.15B6-1 a B6 84.71 6 3.95 10600 25440 0 0 1.67 0.49A0 a PC 25 0 0 0 0 0 0 1.67 0.00

Total AN ( l/s) = 82.72

LOGO DE LA EMPRESA TABLA 1: Cálculo de aporte de aguas negras por tramo

Población Estimada (miles de hab.):

Coeficiente de Harmon "K"

Factor de Reingreso

Longitud del Tramo (m)

Nº de Empot.

Long. media de Empot.

QANTRAMO

(lts/seg)QmD QmInst. QmC K*R*QmD R*QmInst. R*QmC QmIndust.

ACP 3/8


URB. " XXXX"

UBICACIÓN: AVENIDA XXXXXX, MUNICIPIO xxxxx CIUDAD, ESTADO xxxxxxxx

TramoGasto (l/s)

Gasto Propio Qproyecto

A14 a A13 92.5 0.71 0.00 0.71A13 a A12 92.5 0.62 0.71 1.33A12 a A11 48.82 0.00 1.33 1.33A11 a A10 48 1.11 4.20 5.31A10 a A9 52 0.00 17.57 17.57A9 a A8 52 0.00 24.31 24.31A8 a A7 49 0.00 30.89 30.89A7 a A6 49 0.00 37.84 37.84A6 a A5 53 0.00 45.15 45.15A5 a A4 16.41 0.11 48.16 48.27A4 a A3 13.98 0.11 48.27 48.38A3 a A2 53.55 0.44 48.38 48.82A2 a A1 25.5 0.16 50.19 50.35A1 a A0 50.62 0.00 82.34 82.34

A11-2 a A11-1 103.92 1.18 0.00 1.18A11-1 a A11 103.92 1.68 1.18 2.86A9-3 a A9-2 91.17 1.23 0.00 1.23A9-2 a A9-1 91.5 2.17 1.23 3.40A9-1 a A9 91.5 3.34 3.40 6.74

A8-3 a A8-2 95.5 1.50 0.00 1.50A8-2 a A8-1 91.5 2.31 1.50 3.81A8-1 a A8 91.5 2.77 3.81 6.58

A7-7 a A7-6 87.5 1.43 0.00 1.43A7-6 a A7-5 6.12 0.08 1.43 1.51A7-5 a A7-4 6.12 0.00 1.51 1.51A7-4 a A7-3 6.12 0.00 1.51 1.51A7-3 a A7-2 6.12 0.00 1.51 1.51A7-2 a A7-1 83.5 2.80 1.51 4.32A7-1 a A7 91.5 2.64 4.32 6.95

A6-3 a A6-2 85.5 1.81 0.00 1.81A6-2 a A6-1 91.5 2.21 1.81 4.02A6-1 a A6 91.5 3.29 4.02 7.31

A0-3 a A5-1 91.5 1.43 0.00 1.43A5-1 A A5 91.5 1.59 1.43 3.01

A0-1 A A2-2 103.34 1.37 0.00 1.37A2-2 a A2-1 3.69 0.00 1.37 1.37A2-1 a A2 20.58 0.00 1.37 1.37

TABLA 2 Cálculo de Gasto de Proyecto por Tramo

Longitud del Tramo (m) Gasto Aguas

Arriba

ACP 4/8

URB. " XXXX"


TramoGasto (l/s)

TABLA 2 Cálculo de Gasto de Proyecto por Tramo

Longitud del Tramo (m)

A6-2 a A0-3 53 0.25 0.00 0.25A0-3 a A0-2 35.28 0.13 0.25 0.38A0-2 a A0-1 25.05 0.00 0.38 0.38A0-1 a A0 95.92 0.00 0.38 0.38

A10-1 a A10 12.5 12.27 0.00 12.27A9 a C3 77.1 2.67 0.00 2.67C3 a C2 77.1 4.02 2.67 6.69C2 a C1 101.5 3.55 16.69 20.24C1 a C0 101.5 4.44 20.24 24.69

C2-1 a C2 60.81 10.00 0.00 10.00C0-1 a C0 120.8 0.64 0.00 0.64C0 a B9 3 0.00 25.33 25.33B9 a B8 53 0.08 25.33 25.41B8 a B7 49 0.11 26.69 26.79B7 a B6 51.41 0.03 27.94 27.97B6 a B5 16.9 0.00 28.46 28.46B5 a B4 94.29 0.27 28.46 28.73B4 a B3 11.48 0.00 28.73 28.73B3 a B2 19.32 0.00 28.73 28.73B2 a B1 75.16 0.19 28.73 28.92B1 a B0 75.16 1.79 28.92 30.72B0 a A1 53 0.19 31.80 31.99

B0-1 a B0 97.47 1.08 0.00 1.08B8-1 a B8 125.5 1.28 0.00 1.28B7-1 a B7 125.5 1.15 0.00 1.15B6-1 a B6 84.71 0.49 0.00 0.49A0 a PC 25 0.00 82.72 82.72

ACP 5/8


PROYECTO DE CLOACAS DE LA URB. " XXXX"


TRAMO I o/oo V (m/s) C (l/s) Q/C Vc/Vr VrCOTAS DE PROYECTO

BANQUEOTERRENO RASANTE

arriba abajo arriba abajo arriba abajoA14 a A13 92.5 0.71A13 a A12 92.5 1.33A12 a A11 48.82 1.33A11 a A10 48 5.31A10 a A9 52 17.57A9 a A8 52 24.31A8 a A7 49 30.89A7 a A6 49 37.84A6 a A5 53 45.15A5 a A4 16.41 48.27A4 a A3 13.98 48.38A3 a A2 53.55 48.82A2 a A1 25.5 50.35A1 a A0 50.62 82.34

A11-2 a A11-1 103.92 1.18A11-1 a A11 103.92 2.86A9-3 a A9-2 91.17 1.23A9-2 a A9-1 91.5 3.40A9-1 a A9 91.5 6.74

A8-3 a A8-2 95.5 1.50A8-2 a A8-1 91.5 3.81A8-1 a A8 91.5 6.58

A7-7 a A7-6 87.5 1.43A7-6 a A7-5 6.12 1.51A7-5 a A7-4 6.12 1.51A7-4 a A7-3 6.12 1.51A7-3 a A7-2 6.12 1.51A7-2 a A7-1 83.5 4.32A7-1 a A7 91.5 6.95

A6-3 a A6-2 85.5 1.81A6-2 a A6-1 91.5 4.02A6-1 a A6 91.5 7.31

A0-3 a A5-1 91.5 1.43A5-1 A A5 91.5 3.01

A0-1 A A2-2 103.34 1.37A2-2 a A2-1 3.69 1.37A2-1 a A2 20.58 1.37

A6-2 a A0-3 53 0.25A0-3 a A0-2 35.28 0.38A0-2 a A0-1 25.05 0.38

LOGO DE LA EMPRESA

TABLA 3: Cálculo de Colectores

Longitud(m)

Qproy (l/s)

f (m)

Caída en BV

Clase y tipo de apoyo

ACP 6/8


PROYECTO DE CLOACAS DE LA URB. " XXXX"


TRAMO I o/oo V (m/s) C (l/s) Q/C Vc/Vr VrCOTAS DE PROYECTO

BANQUEO

LOGO DE LA EMPRESA

TABLA 3: Cálculo de Colectores

Longitud(m)

Qproy (l/s)

f (m)

Caída en BV

Clase y tipo de apoyoA0-1 a A0 95.92 0.38

A10-1 a A10 12.5 12.27A9 a C3 77.1 2.67C3 a C2 77.1 6.69C2 a C1 101.5 20.24C1 a C0 101.5 24.69

C2-1 a C2 60.81 10.00C0-1 a C0 120.8 0.64C0 a B9 3 25.33B9 a B8 53 25.41B8 a B7 49 26.79B7 a B6 51.41 27.97B6 a B5 16.9 28.46B5 a B4 94.29 28.73B4 a B3 11.48 28.73B3 a B2 19.32 28.73B2 a B1 75.16 28.92B1 a B0 75.16 30.72B0 a A1 53 31.99

B0-1 a B0 97.47 1.08B8-1 a B8 125.5 1.28B7-1 a B7 125.5 1.15B6-1 a B6 84.71 0.49A0 a PC 25 82.72

ACP 7/8

COMPUTOS METRICOS

URB. " XXXX"

Nº DESCRIPCION UND ALTO LARGO ANCHO TOTAL OBSERVACIONES

LOGO DE LA EMPRESA

ACP 8/8

COMPUTOS METRICOS

URB. " XXXX"

Nº DESCRIPCION UND ALTO LARGO ANCHO TOTAL OBSERVACIONES

LOGO DE LA EMPRESA

tablas 1 y 2

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