captaciÓn-diseÑo-hidrÁulico

8/17/2019 CAPTACIÓN-DISEÑO-HIDRÁULICO

1/14


2/14

“DISEÑO DEL SISTEMA DE AGUA POTABLE Y ALCANTARILLADO EN EL CENTRO POBLADO EL DORADO-SAPOSOA-HUALLAGA-SAN MARTIN”

CAPTACIÓN - INGENIERÍA SANITARIA - ING ELVIS RODRIGUEZ FLORES

N 8+..&0( 9"))Anh$ &$&% d" % *"n&%n% d" %&%,-nB 8 = N 8+..&0( A12; 8+..&0(B )"99m )"!)m

.PERDIDAS POR RE/AS

L+ 60%25d+d d0 +( 01&.0 .0:+( 0(&+ 01&.0 )" -V 9 m'(

E1 .0:+( 0% 202501&0 d0 .d5d+ d0 2+.+ 0( d0&0.m51+d .

D1d0

8 d5(&+125+ %58.0 01&.0 8+..+(

TIPO DE 9"$ D0 (022R00m%+4+1d 6+%.0( C1 +.5(

K. )"9$/!9 C1 0% 0

;. )")9m D0 (022

0.CLCULO DE ANCHO DE ENCAUAMIENTO (#)

METODO DE LENCH 4 ALT

B. )"!$m

5ACTOR DE 5ONDO6 5ACTOR DE ORILLA6

M%&"#,% 5b M%&"#,% 5'

M+&0.5+% 1 )"@ (30%& )"9M+&0.5+% .30(" 9"! %50.+m01&0 2;0(56 )"!

2;0(56 )"#

METODO DE SIMONS 4 HENDERNSON

D1d0

C+.+2&0.5(&52+( d0% 2+320 K9F1d > .5%%+( d0 +.01+ "

F1d d0 +.01+ > .5%%+( d0 m+&0.5+% 2;0(56 *"!,1d > .5%%+( d0 m+&0.5+% 2;0(56 #"/,1d > .5%%+( d0% 2+320 d0 .+6+ !"$

20,52501&0 ,31251 d0 ,.m+ d0 %+ 8+..+


3/14



,1d +.01+ > .5%%+( d0 m+&0.5+% 1 2;0(56 !"@

B. )"##mMETODO DE PETITS

D1d0Q C+3d+% mX5m d0 d5(0 01 m#'("

B. )"#*m

P+.+ ;+%%+. 0% +12; d0 012+34+m501& 2+%23%+m( 0% .m0d5 d0 %( &.0( .0(3%&

)"*)m

7.COTAS 4 ALTURAS DE ARRA/E 5IGO

%. C%8$ d" % ""*%,$n d" b%##%9" (E"*. A)

E%06" A CFC = Y1 = ;6 = )"!)d1d0 CFC C&+ d0 ,1d d0 %+ .+4+1&0 d0% 2+1+% d0 2+&+251

CFR = +%&3.+ d0 (0d5m01&("CFR C&+ d0% ,1d d0 .+(+1&0

)"#) A%&3.+ d0 (0d5m01&(

>1 T5.+1&0 N.m+% d0% 2+1+%


4/14



622.80 m.s.n.m

0.10 m

0.40 m

0.20 m 622.00 m.s.n.m

0.3 m

;.CALCULO DEL ORDE LIRE DE LOS MUROS DE ENCAUAMIENTO(L)

D1d0BL 8.d0 %58.0

Y T5.+1&0 d0 +3+

B.d0 %58.0 )"#) m

A%&3.+ &&+% d0% 2+1+% 9"9) m

?.CALCULO DE LA LONGITUD DE TRANSICION

T9 E(0: d0% +3+ 01 0% . ")m T! E(0: d0% +3+ 01 0% 2+1+% +%5m01&+d. )"*)m

L& "!/$9 "/m

1:.CALCULO DEL VOLUMEN DE ALMACENAMIENTO

VQ&

3/ y BL =


5/14



12.DIMENSIONAMIENTO DE LA CANASTILLA

D2 !" /"# 2m!D2 9!" 2m

L#D2 9$")

!$2m/D2 #@"9

L #) 2m

T%!%@$ d" $#,,$

mm A )"))))# m!mm AT !A2

AT )"))/# m!N.+13.+( AT'A )"))/')"))))#N.+13.+( 99"*# 9!

13.CALCULO DE LA ALTURA DE LA CAMARA HUMEDA(h&)

H&A=D2=H0=D=E

A A%&3.+ m515m+ 730 0.m5&0 %+ (0d5m01&+251

d0 %+ +.01+ 9)D2 d5+m0&. d0 21d32& /"#H0 A%&3.+ d0 +3+ #)D D0(1560% d0 %+( +3+( E B.d0 %58.0 #)

H @9"#

E1 0% d5(0 (0 21(5d0.+ 31+ +%&3.+ d0 9")) m

)"/m9"#m

+.+ ,+25%5&+. 0%+%&3.+ m515m+ d


6/14



9")m

V2; )"@ [ )"9 O


7/14



d0 %+ 7308.+d+ H3+m8+52

0.+%0( .d325d+( . %( 8+..&0("

2m?


8/14



"!) m'("

REA J1 .02&+13%+. !"*! &+( .0d1d0+d+( 9"@#

&.0m 1+% +d0%+4+d 9"/#

J1 25.23%+. 9"$

s b

otes circulares


9/14



d(

( d0 0(&5+:0


10/14




11/14



+( d0% +3+ (0 +(3m0 31+H0#)2m


12/14




13/14

C3+d. !" V+%.0( d0 " TIPO DE REA D0 (0225J1 .02&+13%+. !"*! C1 +.5(&+( .0d

TIPO DE REA D0 (0225J1 .02&+13%+. !"*!

C1 +.5(&+( .0d1d0+d+( 9"@#C1 0% 0&.0m 1+% +d0%+4+d 9"/#D0 (0225J1 25.23%+. 9"$


14/14

1d0+d+( 9"@# C1 0% 0&.0m 1+% +d0%+4+d 9"/# D0 (0225J1 25.23%+. 9"$

captaciÓn-diseÑo-hidrÁulico

Documents