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Diametro

Pulg1/2 2

3/4 21 3

1 1/4 31 1/2 42 4

2 1/2 53 64 96 188 42

10 5612 69

Tiempomnimo de

cierre

TC

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MUNICIPIO DE PURIFICACIN VEREDA EL CAIRO

Obra: Diseo Acueducto vereda El CairoTemperatura del agua 16 C Viscosidad Cinemtic !"!!E#$%

DISEO HIDRULICO DE LAS REDES

ND!

"ong# $N%&NT'($! D& 'CC&)!($!) Di*m#

Cla+e +uario+

, %el#

N(

P-(D$D') C!T' T&((&N!

m mCodo 45. Tee &nt rada )al ida 'mpliac (educc

Pulg# "/)eg m/+ nitaria+ Total $nicial inal $nicial inal inal $nicial inal

0#20 0#80 0#40 0#60 0#50 1#00 2#00 2#00 0#00 0#00

CONDUCCIN "ongitud total de la 'duccin 2282#53 m 0.016 119.18

1 0000#00

2 0039#00 39#00 1#00 1#00 P%C 3 41.0 34 0#54 0#12 8189 0#0003 0#0138 119#18 119#1 104#18 104#18 119#18 20#00 15#50

3 0092#00 53#00 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#0902 119#1 119#08 104#18 102#48 119#1 15#50 1#20

4 0216#29 124#29 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#2116 119#08 118#86 102#48 98#86 119#08 1#20 20#82

5 0316#95 100#66 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#114 118#86 118#69 98#86 9#81 118#8 20#82 21#8

6 03#41 60#46 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#1029 118#69 118#59 9#81 9#50 118#69 21#8 22#18

0398#00 20#59 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#0351 118#59 118#55 9#50 9#28 118#59 22#18 22#40

8 0453#5 55#5 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#0949 118#55 118#46 9#28 95#9 118#56 22#40 23#89

9 0524#01 0#26 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#1196 118#46 118#34 95#9 95#50 118#46 23#89 24#18

10 0598#86 4#85 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#124 118#34 118#21 95#50 95#18 118#34 24#18 24#50

11 04#1 148#31 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#2525 118#21 11#96 95#18 95#05 118#21 24#50 24#63

12 083#6 90#50 P%C 1 1/2 41. 0 13 0#21 0#18 6262 0#001 0#1541 11#96 11#81 95#05 93#98 11#96 24#63 25#0

13 0850#2 12#60 P%C 1 1/2 41. 0 12 0#19 0#1 580 0#0015 0#0188 11#81 11#9 93#98 93#61 11#81 25#0 26#0

14 081#48 21#21 P%C 1 1/2 41. 0 11 0#18 0#15 5299 0#0013 0#024 11#9 11#6 93#61 92#35 11#9 26#0 2#33

15 0892#09 20#61 P%C 1 41.0 9 0#14 0#28 6503 0#0061 0#1262 11#6 11#63 92#35 93#15 11#6 2#33 26#53

16 0904#26 12#1 P%C 1 41.0 8 0#13 0#25 580 0#0050 0#0613 11#63 11#5 93#15 93#06 11#64 26#53 26#62

1 092#80 23#54 P%C 1 41.0 8 0#13 0#25 580 0#0050 0#1185 11#5 11#45 93#06 92#52 11#58 26#62 2#16

18 1055#28 12#48 P%C 1 41.0 0#11 0#22 5058 0#0040 0#5148 11#45 116#94 92#52 93#84 11#46 2#16 25#84

19 1123#18 6#90 P%C 1 41.0 6 0#10 0#19 4335 0#0031 0#2128 116#94 116#3 93#84 96#20 116#94 25#84 23#48

20 1196#29 3#11 P%C 1 41.0 6 0#10 0#19 4335 0#0031 0#2292 116#3 116#50 96#20 95#48 116#3 23#48 24#20

21 1228#29 32#00 P%C 1 41.0 6 0#10 0#19 4335 0#0031 0#1003 116#50 116#40 95#48 95#12 116#50 24#20 24#5622 1259#29 31#00 P%C 1 41.0 6 0#10 0#19 4335 0#0031 0#092 116#40 116#30 95#12 99#11 116#40 24#56 20#5

23 1308#45 49#16 P%C 1 41.0 6 0#10 0#19 4335 0#0031 0#1541 116#30 116#15 99#11 100#00 116#30 20#5 19#68

24 1482#1 14#26 P%C 1 41.0 5 0#08 0#16 3613 0#0023 0#4056 116#15 115#4 100#00 99#5 116#15 19#68 19#93

25 2282#53 99#82 P%C 1/2 41.0 1 0#02 0#13 1445 0#0043 3#463 115#4 112#26 99#5 98#15 115#4 19#93 21#53

c&'(se)"

Di+tanciaacumulada

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P(&)$:N T!T'" !

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MUNICIPIO DE PURIFICACIN VEREDA EL CAIRO *AN+A ,ELENA

Obra: Diseo del Acueducto Vereda El Cairo Ra&al !Temperatu

DISEO HIDRULICO DE REDES RAMAL 1

ND! Coeiciente

Di*m#

Cla+ e + uar io +

, %el# C!T' T&((&N! !

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MUNICIPIO DE PURIFICACIN +OLIMA VEREDA EL CAIRO *AN+

Obra: Diseo Acueducto Vereda El Cairo *a-ta ,ele-a Ra&al 'Temperatura del agua 16 Viscosidad Cine !"!!E#$%

DISEO HIDRULICO DE REDES SECTOR C.EL GRAN C

ND!

"ong# $N%&NT'($! D& 'CC&)!($!) Di*m#

Cla+e +ua

, %el# C!T' T

m mCodo 45. Tee &ntrada )al ida 'mpliac (educc

Pulg# "/)eg m/+ $nicial inal $nicial

0#20 0#80 0#40 0#60 0#50 1#00 2#00 2#00 0#00 0#00CONDUCCIN "ongitud total de la 'duc cin 13#68 m 0.02 119.17

1 0 00 0#00

2 0025#08 25#08 1#00 1#00 P%C 1#50&>06 1 1/2 41.0 9 0#14 0#13 119#1 119#14 105#88

3 013#68 112#60 P%C 1#50&>06 1/2 41.0 2 0#03 0#25 119#14 11#68 105#88

c&'(se)"

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A ,ELENA

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((&N! !

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"$N&' D& C!NDCC$:N

(D& 41 6E (D& 41 4E (D& 41 4E (D& 41 4E (D& 41 4E (D& 32#5 (D& 26 (D& 21 (D& 13#5 (D& 13#5 (D& 26

6E 4E 3E 2E 1 1/2 4E 4E 4E 4E 3E 2 1/2C!NDCC$:N 23 248 241 FN'&G FFF FN'&G FN'&G

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(D& 26 (D& 21 (D& 26 (D& 21 (D& 13#5 (D& 21 (D& 13#5

2 2 1 3/4 1 1/2 2E 1E 1EFN'&G FN'&G

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FN'&G FFF

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CALCULO DE POBLACIN Y CAUDALES

%eredaJ &l CairounicipioJ PuriicacinDepartamentoJ Tolima

Nivel de complejidad Bajo

1480n#+#n#m

Clima de acuerdo al proKecto Caliente

Periodo de di+eLo 25 'Lo+

Dotacin neta 100 "/M/da

Prdida+ en el +i+tema +egOn re+olucin No# 2320 25

C!CU!O D" ! #OB!CION

Centro polado +uario+&l Cairo 32Total u+u+ario+ del proKecto 32

NOmero de u+uario+ del proKecto 34 u+uario+

Maitante+ por u+uario con+ideracin 5 M/u+uarioPolacin a +erQir 10 M

2#00

Polacin 'ctual J

De acuerdo al (eglamento tcnico del +ector de agua potale K +aneamiento*+ico $% 2000 en el ttulo ' captulo '#3 de la tala '#3#1 +egOn el nOmerode @aitante+ +e determina el niQel de compleRidad#

Determinacin del clima de acuerdo a lo+ niQele+ delproKecto# &l niQel del proKecto e+

"a cantidad de agua reSuerida para +atiacer la+ nece+idade+*+ica+ +egOn el (') 2000 para e+te niQel de compleRidad deacuerdo a la (e+ulucin No# 2320 donde +e iRa lo+ +iguiente+Qalore+ incluKe lo+ periodo+ de di+eLo#

"a ta+a de crecimiento para e+ta Uona delDepartamento e+ de V

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Pa = !.$ ,ab

Polacin utura aplicando el mtodo geomtricoJ

Pf = './ Ma

DO&CION

Dotacin Neta J 100 "/M/da

Dotacin

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T'N,& D& '"'C&N'$&NT!

Priodo de di+eLoJ 25 aLo+

Clculo del volumen total necesario para el acueducto

V 0#56 "/+

V 16#13 m W / Da

Altura del tanque : h V 2#85 m

'nc@o del tanSue B V 3#0 m

"argo del tanSue L V 3#0 m

&+pe+or de muro+ e V 0#3 m

V 1#8

Cantidad de u+uario+ a al cual alcanUara e+ta e+tructura

V 0#62 "/+No# Maitante+ V FD$%/0XNo# %iQienda+ FD$%/0X

NOmero de u+uario+ en la actualidad 10

Dimensiones definitias

Lon!itud V 3#0 mAncho V 3#0 m

Altura niel a!u V 2#85 mBorde libre V 0#15 mAltura total V 3#0 m

Cotas y niveles de agua en el tanque

De acuerdo a lo e+talecido por el (') 2000 en el ttulo

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Cota de ondo del tanSue 1514#20Cota del niQel de agua mnimo 1514#20 0#4 1514#60Cota del niQel de agua m*Bima 1514#60 F%'"!(X F%'"!(XCota de la corona de muro+ F%'"!(X 0#4 F%'"!(X

Tubera de desague

Cota de entrega del de+ague de laQado 1508#20Cota de l*mina de agua +ore la tuera F%'"!(XCarga @idr*ulica di+ponile F%'"!(X # 1508#20 F%'"!(X"ongitud del de+ague 30#0

Con e+te di*metro de de+ague Sue +e Qa a calcular +e Qeriica el tiempo de Qaciado del tanSue

4 pulg101#6 mm

150

Prdida+ eSuiQalente+ en la conduccin

&ntrada normal de la tuera 2#5 m%*lQula de compuerta 1#1 mCodo 90 radio corto 4#9 mtee de pa+o directo 3#4 m)alida de la tuera 5#0 m"ongitud 30#0 m

"ongitud &SuiQalente 46#9 m

% V F%'"!(X m/m

V F%'"!(X

" V F%'"!(X m/+

Prdida+ V F%'"!(X m

&+te +e determina con la ecuacin de la de+carga de un oriicio

Di*metro adoptado de la tuera +anitaria Yd

Coeiciente de rugo+idad de MaUen>Zilliam+C

Prdida de carga total %&

C*lculo del caudal a tra+portar Qi

Qi m3/+

%elocidad de tran+porte de Qi

Tiempo de vaciado del tanque Tv

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Dondeh& altura del tanque

h V 2#85 m

'rea real del tuo

V 0#0081

V F%'"!(X

'l encontrar el coeicente con la +iguiente ecuacin +e @alla el tiempo de Qaciado#

Donde M e+ la altura di+ponile

V F%'"!(X +egF%'"!(X minF%'"!(X @ora+

Duracin del tanque! terico

'+umiendo Sue el con+umo no +e interrumpe durante el da K Sue no @aK caudal entrante

Dato+J

V 22 m W

V F(&X "t/+egF(&X m W/@r

V F(&X Mr

Ao

Ao m2

'd

taciado

"almacenado

"#$%2& a'os

Dt

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'UNICI#IO D" #U$IICCIN

unicipio de Puriicacin Uona rural

)'"'($!) D&" P&()!N'"

()*+,-./ ./,* (*)+T.C ,*-./

,*-./ +,C./)+ T,T./

'&)T(! D& ! [ 50000 [ 40000 90000#00

!$C$'" [ 25000 [ 20000 45000#00

'ID'NT& [ 15000 [ 12000 2000#00

T!P!('! [ 50000 [ 40000 90000#00

C'D&N&(! 1 [ 15000 [ 12000 2000#00

C'D&N&(! 2 [ 13000 [ 10400 23400#00

)!"D'D!( [ 40000 [ 32000 2000#00

&"&CT($C$)T' [ 40000 [ 32000 2000#00

'N'"$)$) D& C'D($""')

C.-TD.D C.D*//. ./,* T,T./

CUD$I!! [ 11000

1 ae+tro 90000#00 180001 !$C$'" [ 45000#00 [ 45000#00

2 'ID'NT& [ 2000#00 [ 54000#00

CUD$I!! B [ 324000

1 '&)T(! [ 90000#00 [ 90000#001 !$C$'" [ 45000#00 [ 45000#00

'ID'NT&) [ 2000#00 [ 189000#00

CUD$I!! C [ 108000

4 'ID'NT&)

CUD$I!! D [ 2000#00

1 '&)T(! [ 90000 18000

2 'ID'NT& 2000#00 [ 54000#00

CUD$I!! " [ 36000

1 '&)T(! 90000#00 90001 'ID'NT& 2000#00 2000#00

CUD$I!! CO'I%IN &O#O$ [ 280800

1 T!P!('! [ 90000#00 [ 90000#00

1 C'D&N&(! 1 [ 2000#00 [ 2000#00

C'D&N&(! 2 [ 23400#00 [ 163800#00

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CUD$I!! BB [ 324000CUD$I!! CC [ 108000CUD$I!! DD [ 2000CUD$I!! "" [ 36000CO'I%IN &O# &O#O [ 280800

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N!I%I% UNI&$IO%

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Merramienta menor loal 1#00 50 50#00Puntilla 21/2E K 3E "+ 0#20 2500 500#00

Tala "V3#0 mt+ n 4#00 2500 10000#00

edio cerco "V3 mt+ n 3#00 2833 8499#00

'lamre de amarre g 0#25 4500 1125#00

uadua mediana l 1#20 1655 1986#00

&+terilla de guadua

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$e-i:o de +o:a-e+ Ca:;. 'aal. ) @medoA 0 2.00 m- '3

Merramienta menor loal 1#20 450 540#00

Cuadrilla A1 & M/C 0#5 &rrJ502 &rrJ502

%&o-al &rrJ502

.I.U 285 &rrJ502

&O&! &rrJ502

"=cavaci co;lome:ado 0.00 2.00 m- '3

Merramienta menor loal 1#80 450 810#00Cuadrilla A1 & M/C 0#40 &rrJ502 &rrJ502

%&o-al &rrJ502

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raQa de 3/8E a 1/2E 3 1#00 65800 65800#00

Cuadrilla A1 ' M/C 1#80 &rrJ502 &rrJ502

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Coc:e-o 3.000 #%I. impe:meailiado '3

Merramienta enor loal 2#60 641 1666#60eUcladora 1

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&O&! &rrJ502

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Merramienta enor loal 2#00 641 1282#00

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ormaleta " 0#90 2088 189Puntilla Promedio "< 2#10 1289 20

Cuadrilla A1 < M/C 0#14 &rrJ502 &rrJ502

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Cuadrilla A1 < M/C 0#06 &rrJ502 &rrJ502

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