Ejercicio Red Abierta

8/20/2019 Ejercicio Red Abierta

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220 155

CAUDAL MÁXIMO PROBABLE EN PILETAS PÚBLICAS

Qp =

Nº de habitantes po !ada pi"eta #$%& '( habitantes) Dm = Dota!i*n $edia #L+hab+d,a)

Cp = Coe-i!iente de p.didas #/0/1 a /021) Fu = 3a!to de 4so 5 '2+Nº hoas de s4$inisto Ef = E-i!ien!ia de" siste$a #106 a 107)

Sea8 Dm = 91 #L+hab+d,a) Ef = 1:;

Pila Dm Qm Cp Fu 1/Ef Qp Qdis

B 91 1:1111 /:< 2 /:'( 1:111 = 10/ D 91 1:1111 /:< 2 /:'( 1:111 = 10/ E 91 1:1111 /:< 2 /:'( 1:111 = 10/ H 91 1:1111 /:< 2 /:'( 1:111 = 10/ I 91 1:1111 /:< 2 /:'( 1:111 = 10/ L 91 1:1111 /:< 2 /:'( 1:111 = 10/ M 91 1:1111 /:< 2 /:'( 1:111 = 10/ N 91 1:1111 /:< 2 /:'( 1:111 = 10/

1 1:111

Ca4da" $%&i$o pobab"e en "a pi"eta (l/s)

P p =

P p

T ▼3650

A▼3625

F ▼3615

B▼3627

D▼3625

C ▼3626

E ▼3624

G▼3612 H ▼361

! ▼366 " ▼3612

# ▼3616

$▼361%

& ▼361'

▼

36

Q p=( P p⋅

Dm

86400 )⋅C p⋅ F u⋅ 1

E f

≥0,10.( l s)



<+2> 1:1/7

/> 1:1'(

/0'(> 1:1<'

/0(> 1:1<;

'> 1:1(/

CALCULO DE CAUDALES0 DIAMETROS ? @ELOCIDADES POR TRAMO

TRAMO Qp Q*am+ D D(,) D(m) - D(m) -

N 1:111 1:111 1:1111 1:11 1:1111 DI@+1M 1:111 1:111 1:1111 1:11 1:1111 DI@+1L 1:111 1:111 1:1111 1:11 1:1111 DI@+1 1:111 1:1111 1:11 1:1111 DI@+13 1:111 1:1111 1:11 1:1111 DI@+1FI 1:111 1:111 1:1111 1:11 1:1111 DI@+1FG 1:111 1:111 1:1111 1:11 1:1111 DI@+13F 1:111 1:1111 1:11 1:1111 DI@+1

A3 1:111 1:1111 1:11 1:1111 DI@+1 AB 1:111 1:111 1:1111 1:11 1:1111 DI@+1CD 1:111 1:111 1:1111 1:11 1:1111 DI@+1CE 1:111 1:111 1:1111 1:11 1:1111 DI@+1

AC 1:111 1:1111 1:11 1:1111 DI@+1TA 1:111 1:111 1:1111 1:11 1:1111 DI@+1

PLANILLA DE CALCULO PARA REDES ABIERTAS O RAMI3ICADAS

T 5 '1º @is!osidad 5 /E119 R4Hosidad .=/D = 1:111/

0A&Q Q D - $

f f P*si

(l/s) (m3/s) (m) (m/s) (m)

0 A 1:111 1:1111 1:1111 /'1 1:11 <9(1 <9'( A A B 1:111 1:1111 1:1111 /6( <9'( <9'6 B A C 1:111 1:1111 1:1111 /71 <9'( <9'9 C

C D 1:111 1:1111 1:1111 /71 <9'9 <9'( DC E 1:111 1:1111 1:1111 /9( <9'9 <9'2 E A F 1:111 1:1111 1:1111 /11 <9'( <9/( F F G 1:111 1:1111 1:1111 /'( <9/( <9/' GG H 1:111 1:1111 1:1111 /61 <9/' <9/1 H G ! 1:111 1:1111 1:1111 /(1 <9/' <919 I

F " 1:111 1:1111 1:1111 /<1 <9/( <9/' J " # 1:111 1:1111 1:1111 /2( <9/' <9/9 K # $ 1:111 1:1111 1:1111 /;( <9/9 <9/7 L # & 1:111 1:1111 1:1111 '/( <9/9 <9/; M

Z i Z j

υ

P2

γ =

P1

γ +(Z 1−Z 2)−h f

Pi

γ

P j

γ

Re=V ⋅ D

υ f =

0,25

[log

( ε3,71⋅ D

+ 5,74 R

e0,9

)]2 hf = f

L

D

V 2

2g



" 1:111 1:1111 1:1111 ''1 <9/' <911 N



140

120

50 175 190

100 40 125

130 40

125

40 135

110 130 50

145

50 60

220 155

CAUDAL MÁXIMO PROBABLE EN PILETA P!BLICA

Qp =

Nº de habitantes po !ada pi"eta #$%& '( habitantes)

Dm = Dota!i*n $edia #L+hab+d,a)Cp = Po!entae de p.didas #/0/1 a /021) Fu = 3a!to de 4so 5 '2+Nº hoas de s4$inisto Ef = E-i!ien!ia de" siste$a #106 a 107)

Sea8 Dm = 91 #L+hab+d) Ef = 1:;

Ca8 Pilas Dm Qm Cp Fu 1/Ef Qp Qdis

B 1 pila '( 91 1:1/62 /:< 2 /:'( 1://< = 10/J 1://<

C 1 pila '1 91 1:1/<7 /:< 2 /:'( 1:171 = 10/J 1:/11

D 2 pilas (9 91 1:1<;7 /:< 2 /:'( 1:'(< = 10/J 1:'(<

E 1 pila '6 91 1:1/;; /:< 2 /:'( 1:/'' = 10/J 1:/''

F 1 pila '2 91 1:1/96 /:< 2 /:'( 1:/1; = 10/J 1:/1;

H 1 pila /7 91 1:1/<' /:< 2 /:'( 1:1;9 = 10/J 1:/11

I 1 pila '9 91 1:1/;/ /:< 2 /:'( 1://6 = 10/J 1://6

L 2 pilas (( 91 1:1<;' /:< 2 /:'( 1:'2; = 10/J 1:'2;

M 2 pilas 2; 91 1:1<<< /:< 2 /:'( 1:'/6 = 10/J 1:'/6

N 2 pilas (' 91 1:1<9/ /:< 2 /:'( 1:'<( = 10/J 1:'<(/:9/<

Ca4da" $%&i$o pobab"e en "a pi"eta (l/s)

P p =

P p

T ▼3650

A▼3625

F ▼3615

B▼3627

D▼3625

C ▼3626

E ▼3624

G▼3612 H ▼361

! ▼366 " ▼3612

# ▼3616

$▼361%

& ▼361' ▼36

Q p=( P p

⋅

Dm

86400 )⋅C p⋅ F u⋅ 1

Ef

≥0,10.(l s)



/+'> 1:1/'6<+2> 1:1/7//> 1:1'(2

/0(> 1:1<;/'> 1:1(1;

CALCULO DE CAUDALE" DIAMETRO # $ELOCIDADE POR TRAMO

TRAMO %&'() %*+),- D D#>) D#$) @ D#>) D#$) @N 1:'<( 1:'<( 1:1/6< <+2> 1:1/7/ 1:;' <+2> 1:1/7/ 1:;'M 1:'/6 1:'/6 1:1/99 <+2> 1:1/7/ 1:69 /> 1:1'(2 1:2<L 1:'2; 1:'2; 1:1/6; <+2> 1:1/7/ 1:;6 /> 1:1'(2 1:27 1:29( 1:1'2< /> 1:1'(2 1:7' /> 1:1'(2 1:7'3 1:611 1:1'7; /0(> 1:1<;/ 1:9/ /0(> 1:1<;/ 1:9/FI 1://6 1://6 1:1/'' <+2> 1:1/7/ 1:2/ <+2> 1:1/7/ 1:2/FG 1:/11 1:/11 1:1//< <+2> 1:1/7/ 1:<( <+2> 1:1/7/ 1:<(3F 1:'/6 1:1/99 <+2> 1:1/7/ 1:69 <+2> 1:1/7/ 1:693 1:/1;

A3 /:1'( 1:1<9/ /0(> 1:1<;/ 1:71 /0(> 1:1<;/ 1:71 AB 1://< 1://< 1:1/'1 <+2> 1:1/7/ 1:21 <+2> 1:1/7/ 1:21CD 1:'(< 1:'(< 1:1/67 <+2> 1:1/7/ 1:;7 /> 1:1'(2 1:(1CE 1:/'' 1:/'' 1:1/'( <+2> 1:1/7/ 1:2< <+2> 1:1/7/ 1:2<C 1:/11

AC 1:26( 1:1'29 /> 1:1'(2 1:72 /> 1:1'(2 1:72TA /:9/< 1:12(< '> 1:1(1; 1:;1 '> 1:1(1; 1:;1

PLANILLA DE CALCULO PARA REDE ABIERTA O RAMIFICADA

T 5 '1º @is!osidad 5 /E119

R4Hosidad .=/D = 1:111/

0A&Q Q D - $

f f P*si

(l/s) (m3/s) (m) (m/s) (m)

0 A /:9/< 1:11/9/ 1:1(1; 1:;1 /'1 21/2< 1:1'''7 /:61 1:11 <9(1 <9'( '<:<1 A A B 1://< 1:111// 1:1/7/ 1:21 /6( 6271 1:1<<67 ':2; '<:<1 <9'( <9'6 /;:;' B A C 1:26( 1:11126 1:1'(2 1:72 /71 '<9'; 1:1'(/' ;:21 '<:<1 <9'( <9'9 /<:71 C C D 1:'(< 1:111'( 1:1'(2 1:(1 /71 /'(;< 1:1'7<9 ':67 /<:71 <9'9 <9'( /':// DC E 1:/'' 1:111/' 1:1/7/ 1:2< /9( ;1;7 1:1<<16 ':96 /<:71 <9'9 <9'2 /<:'< E A F /:1'( 1:11/1< 1:1<;/ 1:71 /11 <21'6 1:1'<// ':(1 '<:<1 <9'( <9/( <1:;1 F F G 1:'/6 1:111'' 1:1/7/ 1:69 /'( /22'6 1:1';<2 (:(/ <1:;1 <9/( <9/' ';:'7 GG H 1:/11 1:111/1 1:1/7/ 1:<( /61 99<6 1:1<276 /:79 ';:'7 <9/' <9/1 ';:<< H G ! 1://6 1:111/' 1:1/7/ 1:2/ /(1 66;7 1:1<<2' ':'6 ';:'7 <9/' <919 <':1/ I

F " 1:611 1:11161 1:1<;/ 1:9/ /<1 '<'/7 1:1'('' /:9( <1:;1 <9/( <9/' <':/( J " # 1:29( 1:11129 1:1'(2 1:7' /2( '</22 1:1'('2 9:/; <':/( <9/' <9/9 '/:76 K

Z i

Z j

υ

P2

γ =

P1

γ +(Z 1−Z

2)−h f

Pi

γ

P j

γ

Re=V ⋅

Dυ f = 0,25

[ log ( ε

3,71⋅ D +

5,74

Re0,9 )]

2 hf = f L D

V 2

2 g



# $ 1:'2; 1:111'( 1:1'(2 1:27 /;( /'<(; 1:1'7(1 ':9< '/:76 <9/9 <9/7 /9:<2 L # & 1:'/6 1:111'' 1:1'(2 1:2< '/( /16;( 1:1<1(6 ':2/ '/:76 <9/9 <9/; /6:(( M " 1:'<( 1:111'< 1:1/7/ 1:;' '61 /((67 1:1'6;1 /<:9' <':/( <9/' <911 <1:(< N

Ejercicio Red Abierta

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