Telapaccha Abastecimiento de Agua Final

7/23/2019 Telapaccha Abastecimiento de Agua Final

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UNIVERSIDAD RICARDO PALMAFACULTAD DE INGENIERIA - ESCUELA DE INGENIERIA

ABASTECIMIENTO DE AGUA

INTEGRANTES:CORNEJO VALENCIA EVELYNVALLE YUCRA ANALIS

2015-I


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CIVIL


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Dinamica Poblacional

MTODO SUNASS

Ao N Lotes2015 140

Donde:r Ts Inte!"# $#%&

tT'e()o de *"'o &

P+est en (!",

T'e()o V'.en"' %&

Dens'dd )o/0"'on0 #%Po/# A"t+0 122

758 Hab.

CONCLUSIONES DE DISEO

P

Pf%&3

a) La sustentacin para el clculo de la poblacin futura se realizo por el mtodo SUNcensales pasados"

b) #l total de lotes en la zona in!olucrada es de 140 la $ue cuenta con una densidad dun total de *%4 abitantes promedio( los cuales sern beneficiados

Pf = Pa (1 + r t !


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4ososos

5/6Lote5/#

SS pues no se obtu!o datos

4"5% &ab'Lote( lo cual ace


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Par"m#tro$ %# Di$#&o

712 5/

Cons'de!(os: 1'' Cons'

712 5/

Se.8n 0 t/0 de dot"'ones tene(os:

Poblaci)n Dotacion#$

(Habitant#$! (*t$Hab,%-a!Urbana $&&&& - 1&&&& $1&

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%&&&&& - %1&&&& %&& - 3&&

M9s 3&&&&& 31&

/ral && - $&&& 2&

$&&& - $1&& $&& - $%&

M9s %&&& $1&

Urbana M9s $&&&& & - 1&

/ral & - $&&&& 3& - &

& Lt6se.

Donde:

1.0

$#7 Lt6se.

Donde:

PO*A234N D D3S O (PD!

PD

PO*A234N S3DA (PS! PO*A23ON

PS

PNS

Poblaci)nS#ri%a

Poblaci)n NoS#ri%a

2AUDA* POMD3O (9P!

9P

2AUDA* MA:3MO D3A3O (9m%

!

;1 =

9m% =

2AUDA* MA:3MO HOA3O (9m

%#=3 Lt6se.

Donde:

3#&

$#%&

3#$= Lt6se.

PARAMETROS DE DISE>OS FINALES

?) ; & Lt6 se.?(d ; $#7 Lt6 se.?(, ; %#=3 Lt6 se.?(( ; 3#$= Lt6 se.

;0 =

9m< =

2AUDA* MA:3MO MA:3MOUM (9mm!

;0 =

;1 =

9mm =

%=

$ %=


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de!(os: '

& 5/

ESTADIO8' Lt-5/6d' DOTACION

?;

COLEGIODOTACION

?;' Lt-5/6d'

C#SALUDDOTACION

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AREAS VERDESDOTACION

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DOTACION

?;

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O S3DA (PNS

!


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MEDIO

URBANO

RURAL


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%&& ESPECTADOR$ Lt-5/6d'

&&%

1& ALUMNOS1& Lt-5/6d'

&% Lt6se.

CAMAS %&&=&& Lt-C(6d'

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11& (% $$&&% Lt-(%6d'

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ANIMALES

$& Lt-An'(6d' &

&&& Lt6se.

&7%


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COEFICIENTE

@$ @%$#% - $#1 $#2 - %#=

$#% - $#1 3#& - #&


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3?32A23ON D 2UMP*3M3NTO

2AUDA*S D A?*OAM3NTOS

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Dtos:

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%m 1000

4m 2000

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POSICION : SU+#786L

FORMA : 676UL7

MATERIAL : 63N67#3 73

VOLUMEN : 1%m%

DIAMETRO : 2"*m

AREA : *"42m2

COTA LAMINA DE AGUA : 4459"0 m"s"n"m

COTA DEL TERRENO : 445:"%0 m"s"n"m

COTA LLEGADA : 44*0"1


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Telapaccha Abastecimiento de Agua Final