disño de Redes de Didstribucion

7/23/2019 diso de Redes de Didstribucion

1/20

REDES DE DISTRIBUCIN

Datos

Pf total = 4080 Hab.

Qmh = 10.21 lt/sg

Dotacin = 120 lt/hab/da

r = 0.02

Td = 20 aos

Calculo de caudal unitario

!" = Qmh/Pft

!" = 0.002#02 $t/s/Hab.

TRAMOS # de Vivie # de Ha! "o! ut $ % Tra&or%s%r& ' 1 0 0 0 0

1(r)*'44 24 120 1+8 0.4204118

44'4# 2, 11# 1+1 0.4028-4+

44'4+ 18 -0 12+ 0.,1#,088

1(r)*'2 2, 11# 1+1 0.4028-4+

2'2,(cr)* + ,0 42 0.10#102-

2,(cr)*'24 22 110 1#4 0.,8#,#

24'24 1, +# -1 0.222,

24'2# 2 10 14 0.0,#0,4,

2#'2+ 8 40 #+ 0.1401,,

2#'2(cr)* 1 # 0.01#12

2(cr)*'28 8 40 #+ 0.1401,,

28'2- ,# 4- 0.122+201

2-',0 10 #0 0 0.1#11+

2-',1 4 20 28 0.000+8+

,1',2 8 40 #+ 0.1401,,,1',, # 2# ,# 0.08#8#8

28',4 + ,0 42 0.10#102-

,4',# 8 40 #+ 0.1401,,

,#',+ + ,0 42 0.10#102-

,#', # 2# ,# 0.08#8#8

,4',8 12 +0 84 0.21020#-

,8',- 4 20 28 0.000+8+

,-'40 + ,0 42 0.10#102-

,-'41 # 2# ,# 0.08#8#8

,8'42(cr)* 2 10 14 0.0,#0,4,

42(cr)*'4, 18 -0 12+ 0.,1#,088

2',(cr)* 10 #0 0 0.1#11+

,(cr)*' 28 140 1-+ 0.4-04804

'8 + ,0 42 0.10#102-

8'- # 2# ,# 0.08#8#88'10 # 2# ,# 0.08#8#8

'11 , 1# 21 0.0#2##1#

11'12 - 4# +, 0.1#+#44

12'1, 20 100 140 0.,#0,4,1

12'14 ,8 1-0 2++ 0.++#+#2

14'1# + ,0 42 0.10#102-

14'1+ # 2# ,# 0.08#8#8

1+'1 4 20 28 0.000+8+

1+'18 4 20 28 0.000+8+

11'1- 4 20 28 0.000+8+

1-'20 1# # 10# 0.2+2#4

20'20 14 0 -8 0.24#2402

20'21 20 100 140 0.,#0,4,1

,'4 1# # 10# 0.2+2#4

4'# 10 #0 0 0.1#11+4'+ 2# 12# 1# 0.4,-28-

Para %l clc"lo d%l dim%tro d% las t"b%ras d% distrib"cin s% har "so d% las sig"i%nt%s frm"las

s% com)robar !"% los dim%tros as"midos c"m)l%n con los r%!"irimi%ntos r%com%ndacion%s !"%

s% nos ha dado

$a &%locidad %s ig"al a


2/20

3 = Q /

$a )%rdida d% carga "nitaria %s ig"al a la form"la !"% s% m"%stra a contin"acin %l c"al f"%

d%s)%5ado d% la frm"la d% Ha6%m 7illiams s% consid%r t"b%ras d% )&c ( = 140*

Dond%

Q = ca"dal (lt/sg*

D = dim%tro (m*

$a )%rdida d% carga )or tramo %s

$ 9 hf / 1000

Dond%

$ = $ongit"d %n m

hf = )%rdida d% carga "nitaria

$a cota )i%6om%trica %s ig"al a

$a )r%sin d% "n )"nto %s

Para facilitar los clc"los d%l dis%o lo s%ccionar%mos %n c"atro ramal%s

Para %l dis%o d% la r%d d% distrib"cin s% ha t%nido como consid%racin !"%

3 min = 0.+ m/sg ()ara %&itar s%dim%ntacin*

3m: = ,.0 m/sg ()ara %&itar %l d%t%rioro )r%mat"ro d% la t"b%ra*

$as normas d%l minist%rio d% sal"d r%comi%nda )r%sion%s mnimas d% # m )r%sion%s m:imas

%stticas no %:%da d% #0 m.

;n las normas d%l minist%rio d% sal"d %stabl%c% !"% %l dim%tromnimo a "tili6ar %n la r%d %s d% ,/4trica


3/20

TRAMO ' +&,CAUDA'ES +lt-s, Dia&etr Velocidad "erdida de Car.a Cota "ie/o&etrica Cotas terreno &!s!n!&

$i $dis! "ul. v +&-s, Tra&o Inicial inal Inicial inalr%s%r& ' 1 22# 0 8.#- 4 1.08 12.0,8, 2.1 ,2+# ,2+2.2-1 ,2+# ,21#

1(r)*'44 84 0.420412 1.1,8+1# 1.# 1.00 ,2.+#21 2.4 ,21# ,212.2# ,21# ,1-8.#

44'4# 40 0.4028-# 0.4028-# 1 0.80 ,4.,##0 1., ,212.2# ,210.88, ,1-8.# ,1-#

44'4+ 48 0.,1#,0- 0.,1#,0- 1 0.+2 21.82- 1.0# ,212.2# ,211.20- ,1-8.# ,1-1

RAMA' (0

CUADRO DE RESUMEN DE C*'CU'O DE REDES


$i $dis! "ul. v +&-s, Tra&o Inicial inal Inicial inal1(r)*'2 -8 0.4028-# .+2 , 1.+ ,.1-# ,.+-+# ,21#.000 ,211.,0, ,21# ,1-

2'2,(cr)* 18 0.10#10, 2.-0848 2 1.4, 4#.+,8+ 0.821# ,211.,0, ,210.482 ,1- ,1-#

2,(cr)*'24 100 0.,8#, 2.8024# 2 1.,8 42.+,,8 4.2+,4 ,1-#.000 ,1-0., ,1-# ,18,

24'24 #8 0.222, 0.222, 0.# 0.80 48.40+ 2.811, ,1-0., ,18.-2# ,182.4 ,10.#

24'2# 22.# 0.0,#0,4 2.18-+4# 2 1.08 2.00,2 0.+0+ ,1-0., ,1-0.12- ,182.4 ,181.8

2#'2+ #0 0.1401, 0.1401, 0.# 0.4- 1-.424 0.-81 ,1-0.12- ,18-.142 ,181.8 ,181.2

2#'2(cr)* 18.# 0.01#1 2.0144, 2 0.-- 2,.14,2 0.4281 ,1-0.12- ,18-.01 ,181.8 ,1-

2(cr)*'28 #2 0.1401, 1.--+-#+ 2 0.-- 22.2, 1.1842 ,1-.000 ,1.81+ ,1- ,1,.828'2- 44.# 0.122+2 0.#-##8, 1 1.18 0.--4 ,.1#0+ ,1.81+ ,14.++# ,1,.8 ,12

2-',0 2# 0.1#12 0.1#12 0.# 0.+1 2-.8,21 0.4#8 ,14.++# ,1,.-1- ,12 ,11

2-',1 2, 0.000+- 0.2--2 0.# 1.04 -.+18# 1.8,12 ,14.++# ,12.8,4 ,12 ,1+8

,1',2 2, 0.1401, 0.1401, 0.# 0.4- 1-.424 0.4#41 ,12.8,4 ,12.,80 ,1+8 ,1+4

,1',, 11 0.08#8+ 0.08#8+ 0.# 0.,1 8.2#2 0.0-10 ,12.8,4 ,12.4, ,1+8 ,1+2

28',4 ,1 0.10#10, 1.2+12,# 2 0.+2 -.,1- 0.,01 ,1.81+ ,1.#14 ,1,.8 ,10

,4',# 4+.# 0.1401, 0.,,282+ 0.# 1.1 -.808 4.#481 ,1.#14 ,12.-++ ,10 ,1+

,#',+ 44 0.10#10, 0.10#10, 0.# 0., 11.#-48 0.#102 ,12.-++ ,12.4#+ ,1+ ,1+4.#

,#', 2# 0.08#8+ 0.08#8+ 0.# 0.,1 8.2#2 0.20+- ,12.-++ ,12.#- ,1+ ,1+4

,4',8 ## 0.21020+ 0.82,,0+ 1.# 0.2 1.-22 0.-8# ,1.#14 ,1+.#28 ,10 ,1+,

,8',- 2# 0.000+- 0.2+2# 0.# 0.-2 +,.1+14 1.#-0 ,1+.#28 ,14.-4- ,1+, ,1+1

,-'40 ,+ 0.10#10, 0.10#10, 0.# 0., 11.#-48 0.414 ,14.-4- ,14.#,2 ,1+1 ,1#-.2

,-'41 ,- 0.08#8+ 0.08#8+ 0.# 0.,1 8.2#2 0.,22 ,14.-4- ,14.+2 ,1+1 ,1#8

,8'42(cr)* 2.# 0.0,#0,4 0.,#0,4, 1 0.+- 2+.#2 0.2-# ,1+.#28 ,1#.-- ,1+, ,1#-

42(cr)*'4, ++ 0.,1#,0- 0.,1#,0- 1 0.+2 21.82- 1.4408 ,1#-.000 ,1#.##- ,1#- ,14+

RAMA' (1



$i $dis! "ul. v +&-s, Tra&o Inicial inal Inicial inal2',(cr)* +8 0.1#12 4.,1 , 0.-4 1,.1,-8 0.8- ,211.,0, ,210.410 ,1- ,18,.#

,(cr)*' 14.# 0.4-048 ,.2#81-1 2 1.+1 #+.,28- 8.,1 ,18,.#00 ,1#.1-1 ,18,.# ,1+2.#

'8 +4.# 0.10#10, 0.2802# 1 0.## 1.###+ 1.1, ,1#.1-1 ,14.0#- ,1+2.# ,1#4

8'- 2, 0.08#8+ 0.08#8+ 0.# 0.,1 8.2#2 0.1- ,14.0#- ,1,.8+- ,1#4 ,1#1

8'10 #8 0.08#8+ 0.08#8+ 0.# 0.,1 8.2#2 0.48 ,14.0#- ,1,.#- ,1#4 ,148

'11 ,8 0.0#2##1 2.484,+ 2.# 0.- 11.#4,8 0.44 ,1#.1-1 ,14.#, ,1+2.# ,1#+.811'12 4- 0.1#+#4 1.#0+4# 2 0.4 1,.#1-, 0.++ ,14.#, ,14.0-0 ,1#+.8 ,1#0

12'1, #-.# 0.,#0,4, 0.,#0,4, 0.# 1.2, 10.#44+ +.40 ,14.0-0 ,1+.+-1 ,1#0 ,1,8

12'14 14+.# 0.++#+#2 0.--848 1.# 0.88 2#.+08- ,.# ,14.0-0 ,10.,,- ,1#0 ,1,1

14'1# 24 0.10#10, 0.10#10, 0.# 0., 11.#-48 0.28 ,10.,,- ,10.0+0 ,1,1 ,128

14'1+ 1- 0.08#8+ 0.222, 0.# 0.80 48.40+ 0.-2 ,10.,,- ,1+-.418 ,1,1 ,12-

1+'1 1+ 0.000+- 0.000+- 0.# 0.2# #.4+4 0.0- ,1+-.418 ,1+-.,,0 ,12- ,128

1+'18 1+ 0.000+- 0.000+- 0.# 0.2# #.4+4 0.0- ,1+-.418 ,1+-.,,0 ,12- ,12

11'1-(cr)* 2# 0.000+- 0.-2840- 1.# 0.81 22.,8, 0.#+ ,14.#, ,14.1-, ,1#+.8 ,1##

1-(cr)*'20 + 0.2+2# 0.8#8,41 1.# 0.# 1-.,#-1 1.,0 ,14.1-, ,12.8-+ ,1## ,1#0

20'20 -, 0.24#24 0.24#24 0.# 0.8+ ##.#-,0 #.1 ,12.8-+ ,1+.2+ ,1#0 ,1#2

20'21 -2.# 0.,#0,4, 0.,#0,4, 0.# 1.2, 10.#44+ -.-# ,12.8-+ ,1+2.-48 ,1#0 ,14+

RAMA' (2


CAUDA'ES +lt-s, Dia&etr Velocidad "erdida de Car.a Cota "ie/o&etrica Cotas terreno &!s!n!&

Unit!+(-((,

Unit!+(-((,

Unit!+(-((,


4/20

$i $dis! "ul. v +&-s, Tra&o Inicial inal Inicial inal,(cr)*'4 4- 0.2+2# 0.88 1.# 0. 20.0-+, 0.-8 ,184 ,182.#1# ,18,.# ,1,.8

4'# ++.# 0.1#12 0.18 0.# 0.+1 2-.8,21 1.-8 ,18, ,180.#,1 ,1,.8 ,1+-.8

4'+ 114.# 0.4,-2- 0.4,-2- 1 0.8+ 40.08#1 4.#- ,182.#1# ,1.-2+ ,1,.8 ,1#8.8

Unit!+(-((,


5/20


6/20


7/20

"resionesInicial inal0.000 4.2-1

0.000 1,.#

1,.# 1#.88,

1,.# 20.20-

"resionesInicial inal0.000 14.,

14.,0, 1#.#

0.000 .

8.,, 1.4

8.,, 8.,

8.,2- .-

8.,2- 10.

0.000 4.04.01+ 2.

2.++# 2.-

2.++# 4.8

4.8,4 8.4

4.8,4 10.

4.01+ .#

.#14 +.0

#.-++ 8.0

#.-++ 8.8

.#14 1,.#

1,.#28 1,.-

1,.-4- 1#.,

1,.-4- 1+.+

1,.#28 1+.8

0.000 11.+

"resionesIniciales inales14.,0, 2+.-10

0.000 12.+-1

12.+-1 20.0#-

20.0#- 22.8+-

20.0#- 2#.#-

12.+-1 1.-#,1.-#, 24.0-0

24.0-0 2-.+-1

24.0-0 ,-.,,-

,-.,,- 42.0+0

,-.,,- 40.418

40.418 41.,,0

40.418 42.,,0

1.-#, 1-.1-,

1-.1-, 22.8-+

22.8-+ 1#.2+

22.8-+ 1+.-48

"resiones


8/20

Inicial inal0.000 8.1#

8.1# 10.,1

8.1# 1-.12+


9/20

DISE3O DE 'A CAMARA ROM"E "RESI4N C'ASE (5

C6&ara ro&7e 7resi8n CR" 5 9 ()+uicado en el 7unto ),

H =

29g

Dond%

H = arga d% ag"a (m*

3 = &%locidad d%l fl"5o %n m/s

Q = ca"dal d% ingr%so

D = dim%tro d% salida

Se tiene co&o datos :

Q = 8.+ lt/sg

3 = 1.08 m/sg

D = 4 )"lg

;ntonc%s H s%r

H = 0.0- m

Para %l dis%o s% as"m% "na alt"ra d%

H = 0. m

;ntonc%s la alt"ra total d% la cmara rom)% )r%sin %s Ht

Dond%

= 10 cm (lt"ra mnima*

H = 0 m (carga d% ag"a *

?.$. = 40 cm (?ord% libr% mnimo*

H t = 120 cm

Por facilidad. %n %l )roc%so constr"cti&o %n la instalacin d% acc%sorios s% consid%ra

"an s%ccin int%rna d% 0.+0 )or 1.00 m.

C6&ara ro&7e 7resi8n CR" 5 9 (0 +uicado en el 7unto 01 ,

H =

29g

Dond%





1.#+ 32

V = 1.9735 Q/D2

1.#+ 32

V = 1.9735 Q/D2


10/20

@% ti%n% como datos

Q = 2.-1 lt/sg

3 = 1.4, m/sg

D = 2 )"lg

;ntonc%s H s%r

H = 0.1+ m


H = 0.# m


Dond% = 10 cm (lt"ra mnima*

H = #0 m (carga d% ag"a *


H t = 100 cm



C6&ara ro&7e 7resi8n CR" 5 9 (1 +uicado en el 7unto 05,

H = 29g

Dond%





@% ti%n% como datos

Q = 2.01 lt/sg

3 = 0.-- m/sg

D = 2 )"lg

;ntonc%s H s%r

H = 0.08 m


H = 0.#0 m

1.#+ 32

V = 1.9735 Q/D2


11/20


Dond%




H t = 100 cm



C6&ara ro&7e 7resi8n CR" 5 9 (2 +uicado en el 7unto 20 ,

H =

29g

Dond%





@% ti%n% como datos

Q = 0.,# lt/sg

3 = 0.+- m/sg

D = 1 )"lg

;ntonc%s H s%r

H = 0.04 m


H = 0.# m


Dond%




H t = 100 cm



C6&ara ro&7e 7resi8n CR" 5 9 (; +uicada en el 7unto 1 ,H =

29g

1.#+ 32

V = 1.9735 Q/D2

1.#+ 32


12/20

Dond%





@% ti%n% como datos

Q = 4.,1 lt/sg

3 = 0.-4 m/sg

D = , )"lg

;ntonc%s H s%r

H = 0.0 m


H = 0.#0 m


Dond%




H t = 100 cm



C6&ara ro&7e 7resi8n CR" 5 9 (< +se encuentra uicado en el 7unto )=,

H =

29g

Dond%





@% ti%n% como datos

Q = 0.-, lt/sg

3 = 0.81 m/sg

V = 1.9735 Q/D2

1.#+ 32

V = 1.9735 Q/D2


13/20

D = 1.# )"lg

;ntonc%s H s%r

H = 0.0# m


H = 0.#0 m


Dond%




H t = 100 cm


"an s%ccin int%rna d% 0.+0 )or 1.00m.


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