11
S=( Q K × C × D 2.63 ) 1 0.54 K = 0.0004266 C = 140 ¿= L × 1.2 hf = ¿ 1000 S CIRCUITO I TRAMO AC PC = PA + he hf 114 UH Q 1.78 L/s L 4 m D 1 1/2 pulg PA 0 m he 4 m Le 4.80 m S 74.56 m/Km hf 0.36 m PC 3.64 m

INSTALACIONES ELECTRICAS

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CIRCUITO ITRAMO AC

114 UH

Q1.78L/s

L4m

D1 1/2pulg

PA0m

he4m

Le4.80m

S74.56m/Km

hf0.36m

PC3.64m

TRAMO CB

48 UH

Q1.09L/s

L8m

D1 1/4pulg

PC3.64m

he0m

Le9.6m

S73.07m/Km

hf0.7m

PB2.94m

TRAMO BE

48 UH

Q1.09L/s

L8m

D1 1/4pulg

PB2.94m

he2.70m

Le3.24m

S73.07m/Km

hf0.24m

PE5.4m

TRAMO EI

48 UH

Q0.85L/s

L2.7m

D3/4pulg

PE5.4m

he2.7m

Le3.24m

S554.86m/Km

hf1.8m

PI6.31m

TRAMO IM

24 UH

Q0.61L/s

L2.7m

D3/4pulg

PI6.31m

he2.7m

Le3.24m

S300.16m/Km

hf0.97m

PM8.03m

TRAMO MQ

12 UH

Q0.38L/s

L2.7m

Dpulg

PM8.03m

he2.7m

Le3.24m

S124.94m/Km

hf0.4m

PQ10.33m

CIRCUITO IITRAMO CF

30 UH

Q0.75L/s

L2.7m

D1 pulg

PC3.64m

he2.7m

Le3.24m

S36.56m/Km

hf0.12m

PF6.22m

TRAMO FJ

24 UH

Q0.61L/s

L2.7m

Dpulg

PF6.22m

he2.7m

Le3.24m

S300.16m/Km

hf0.97m

PJ7.95m

TRAMO JN

18 UH

Q0.5L/s

L2.7m

Dpulg

PN7.95m

he2.7m

Le3.24m

S207.69m/Km

hf0.67m

PJ9.98m

TRAMO NR

12 UH

Q0.38L/s

L2.7m

Dpulg

PR9.98m

he2.7m

Le3.24m

S124.94m/Km

hf0.4m

PN12.27m

TRAMO RU

6 UH

Q0.25L/s

L3.5m

Dpulg

PR12.27m

he3.5m

Le4.2m

S57.54m/Km

hf0.24m

PU15.53m

CIRCUITO IIITRAMO CD

36 UH

Q0.85L/s

L6m

D1 1/4pulg

PC3.64m

he0m

Le7.2m

S46.1m/Km

hf0.33m

PD3.31m

TRAMO DG

36 UH

Q0.85L/s

L2.7m

D1 1/4pulg

PD3.31m

he2.7m

Le3.24m

S46.1m/Km

hf0.15m

PG5.86m

TRAMO GK

9 UH

Q0.32L/s

L2.7m

D1pulg

PG5.86m

he2.7m

Le3.24m

S22.39m/Km

hf0.07m

PK8.49m

TRAMO KO

6 UH

Q0.25L/s

L2.7m

Dpulg

PK8.49m

he2.7m

Le3.24m

S57.54m/Km

hf0.19m

PO11m

TRAMO OS

3 UH

Q0.12L/s

L2.7m

Dpulg

PO11m

he2.7m

Le3.24m

S14.78m/Km

hf0.05m

PS13.65m

CIRCUITO IVTRAMO DG

36 UH

Q0.85L/s

L2.7m

D1 pulg

PD3.31m

he2.7m

Le3.24m

S46.1m/Km

hf0.15m

PG5.86m

TRAMO GH

24 UH

Q0.61L/s

L5m

D1pulg

PH5.86m

he0m

Le6m

S73.94m/Km

hf0.44m

PG5.42m

TRAMO HL

18 UH

Q0.5L/s

L2.7m

D1pulg

PH5.42m

he2.7m

Le3.24m

S51.16m/Km

hf0.17m

PL7.95m

TRAMO LP

12 UH

Q0.38L/s

L2.7m

Dpulg

PL7.95m

he2.7m

Le3.24m

S124.94m/Km

hf0.4m

PP10.24m

TRAMO PT

6 UH

Q0.25L/s

L2.7m

Dpulg

PP10.25m

he2.7m

Le3.24m

S57.54m/Km

hf0.19m

PT12.76m

CALCULO DE DISTRIBUCIN DE AGUA FRA DE UN SISTEMA DE ARRIBA HACIA ABAJOTRAMOLLeQDShfPRESION

UNIDADmmL/spulgm/Kmmm

AC44.81.781 1/274.560.363.64

CB89.61.091 1/473.070.72.94

BE2.73.241.091 1/473.070.245.4

EI2.73.240.85 3/4554.861.86.31

IM2.73.240.61 3/4300.160.978.3

MQ2.73.240.38 3/4124.940.410.33

CF2.73.240.751 1/436.560.126.22

FJ2.73.240.61 3/4300.160.977.95

JN2.73.240.5 3/4207.690.679.98

NR2.73.240.38 3/4124.940.412.27

RU3.54.20.25 3/457.540.2415.53

CD67.20.851 1/446.10.333.31

DG2.73.240.851 1/446.10.155.86

GK2.73.240.321 22.390.078.49

KO2.73.240.25 3/457.540.1911

OS2.73.240.12 3/414.780.0513.65

DG2.73.240.851 1/446.10.156.86

GH560.611 73.940.445.42

HL2.73.240.51 51.160.177.95

LP2.73.240.38 3/4124.940.410.25

PT2.73.240.25 3/457.540.1912.76

UNIVERSIDAD NACIONAL DE SAN AGUSTINFACULTAD DE INGENIERIA CIVIL

CURSO:INSTALACIONES ELECTRICAS Y SANITARIAS

DOCENTE:ING. IRURI PREZ

APELLIDOS Y NOMBRES:BAUTISTA GUTIERREZ ROSARIO LILIANA

AREQUIPA PER2014