Memoria de Calculo de Baños

7/18/2019 Memoria de Calculo de Baños

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ING. CARLOS DE JES S P REZ GARC ADIRECTOR RESPONSABLE DE OBRA

REGISTRO: B-2086-I

LIC. LEONARDO GONZALES ZARATEPRESIDENTE MUNICIPALCONSTITUCIONAL

SAN PABLO HUITZO, ETLA,OA .

OBRA: CONSTRUCCION DE BA!OS CON BIODIGESTOlocalidad: agua blanca estado: oaxacmunicipio: san pablo huitzo region: vallesdistrito: de etla

MEMORIA DE CALC LO

!"# tipo de biodigestor

cuadro de capacidades

CA$ACIDAD DE %IODI&E'(OR

(I$O DE ' ARIO

)O*A R RAL !+, L - $ER'O*A' , $ER'O*A .- $ER'O*A' /, $ER'O*A'

)O*A R%A*A' ./, L . $ER'O*A' - $ER'O*A' !, $ER'O*A' .+ $ER'O*A'

O0ICI*A' +, L ., $ER'O*A' + $ER'O*A !,, $ER'O*A' .++ $ER'O*A'

(I$O DE ' ARIO )O*A R RAL $ACIDAD DE %IODI&E'(OR $ARA LA LOCALI - $ER'O*A'

."# DIME*CIO*E' DE I*0IL(RACIO*

MINUTOS EN LECTURAS +, "#$%&'( DI)ERENCIAS !!

T* +0 ."2+ "#$ "

velocidad de in3ltracion 45p6

/ 1 $/# $/' / 3 3$&#/3/ / 435#&3$& ( / 3 # # $/3 7 / /#( ' / 3 #$(&3 3 #'5#'/# (&'9 3 ' ' 39, 1393 # # $/3( %$#;3"# #39 ( ( '$(#/ 93$ < 435#&3$& ( 1'9 # # $/3(

'$ 3 %3 9#( ( ( / 5 9= %&# #>39 / 313 #/3/ (.

A$OR(ACI7*8CO*' MO DIARIO$OR ' ARIO

R$#/,,L4/,,L6

R$#!+,, L4!+,,L6

R$#+,,, L4+,,,L6

R$#2,,, L42,,, L6

(&3 ( #'$ ( 19 ( $&3 %$' / '( 19' /#"# $&'( 1393 3 % ' / 39 3( / #$? &93 #'$#$? &93 #'$ ( @$ 3%/3 7 &#1' / (% '

(& 3 '9, '$ 53( $ 3$& 9#'9, ( '5&# $ / &35 3( ' ; 9"% 3( 1393 (& 3(' ( 1% /0 " ( F/ 3 &35 3 / 3 7 3 ' ( #$& 91' 3$ 1393 %$3 "3 $#&%/ "3( 3 &3.






REGISTRO: B-2086-I



OBRA: CONSTRUCCION DE BA!OS CON BIODIGESTOlocalidad: agua blanca estado: oaxacmunicipio: san pablo huitzo region: vallesdistrito: de etla

+"# LO*&I( D DEL DRE*A>E

393 & 9#(&# 3( / 3 ( #'$ &93$( 9(3 F (&3 3( / ?$ 3 1 9('$3 K% 9 3 #>3 '( 3

.- ( ? 3 %$ 3 '9 1393 3$ 4' F / 3 >3$ 3 /,",, "2.- ( ? 3 %$3 /#(&3$ #3 / FD / 93 3 53 ' &%5' /,",, "+.- ( 3 % 3 1 9#" &9' ; &# ': F1 * 0. F <6 2D F 66 . C'$ 7 D $ $&#" &9

'1 93 # $ 9 (% &3/'(

1 * 0. F60 <6 20 F60 66 $e; 0.80

calculo de la longitud total de las zan<as

'1 93 # $ 9 (% &3/'(

L>* A# P * F . + 0.80 Lz; .22 "

biodigestorca<a de registro de lodos8sin ?ondo

3$ 4' F" 39 ' F" 3 &' F" / 3 "#$(. / 3 8 "#$(./,,, L ,"/, ,"/, ,"+, + # - m - #= m

!+,, L ,"/, ,"/, ,"/, / # !. m !. # !/ m+ ,,, L !",, !",, ,"/, !1 # .2 m .2 # !/ m2 ,,, L !",, !",, ,"2, +1 # /+ m /+ # == m

(& 3 % ' ( "%7 #"1'9&3$& , 1'9K% / (&3 ;'9"3 ( / & 9"#$393 3 139& / '&? &93 #'$. E / &3 3 9 (3 &39 ( K% (# "19 ( 43 (%"#/' /39 #"1'9&3 #3 (' ' 3 % ' /

'99 &' $' ( (' ' ('. E( $ (39#' &3"5# $ & $ 9 39' K% 1393 %$ 5% $ 19'7 &' ( / 5(%1 9? # 9 K% 9#/3 1393 ' ' 39 34# &'/3( (3( '$ #&%/ / /9 $3 K% ( 3 % 3

longitud de tuberia para zan<ade 3ltracion"




REGISTRO: B-2086-I



centrales

"

, ( 1'/93 / #/#9 &3"3 ' /, %$ ( &'9 '$ 3 %3( $ 93( 7 '&9'

$ (% ' 3$&#/3/ ( / 3"393 /

319' #"39 3 3 '9 / 1* 8.20




REGISTRO: B-2086-I



centrales

1 9('$3(

&( /#3"+ /#3

( "%7 #"1'9&$& / ?$#9 (& /3&'9'( 1'9 1 9('$3 1'9 /#3, ' $ ;'9"3

3( 393( 1393 %$ %(' 93 #'$3 /

9#/3/ 1393 K% >'$3 / 13#( ( (

59#9( $' 1% / ( 9 , 73 K% 3




REGISTRO: B-2086-I



centrales

% '( :

'(.

/ 8 3 2 "#$(. / 2 3 2 "#$(.=# !+ m !+ # !- m

!/ # .2 m .2 #!- m+= #/+ m /+ # 2- m

== # !1/ m !1/ # !2- m

K% ( / 5 /#(&#$39 3 3"1' /3 '$ #&%/ / /9 $3 7 , 19' (' (35 9 K% &3$ 93$/ / 5 ( 9 3

e in3ltracion de acuerdo al tiempo



MEMORIA DE CÁLCULO

DISEÑO DE BIODIGESTOR Y POZO DE INFILTRACIÓN PARA LET

A6 C@LC LO DEL %IODI&E'(OR

S 19 ( $&3$ 39#3( '1 #'$ ( / / "3$/3 3 ?$ / 9#? 39 3 313 #/3/ / 5#'/#

DA(O' DEL %IODI&E'(OR E(ER*I( DE !/,, LI(RO' D#3"&9' & 9#D#3" &9' F"A9 3 # #$/9' F

' %" $ '$'P9';%$/#/3/ T

P9';%$/#/3/ M

P9';%$/#/3/ /

P9';%$/#/3/ M

' C'$'* 0.H '$'* 0.26

!6 Determinacion de contribucion de la demanda del biodigestor para ag435 /#3 < 435 # 0 435 #

A1'9& , P 435 /#3 2 20 2 0

.6 Determinacion del (iempo de RetencionPR* .< - 0.+ L' F31'9& 435 # 0 435 #

PR F/#3( 0.88 0.PR F4'93( 2 .0+ 8.86

+6 5olumen de digestion Almacenamiento de lodosP393 3 '1 #'$ / #"1# >3 3$%3 / 5#'/# (&'9, '99 (1'$/ %$3 &3>3 / <

PROYECTO: “INSTALACION DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO BAHUANCAVELICA - HUANCAVELIC

P393 ; &' / /#" $ #'$3"# $&' / 5#'/# (&'9, ( 43 &'"3/' BIODIGESTOR //#3" &9' #$& 9$' "#$#"' / . 0 ", # #/' 1'9 3 $'9"3 IS-020 6. .2E %(' / 5#'/# (&'9 ( %(# ' 1393 &93&39 3( 3 %3( $ 93( 3 %3/3( 1'9 3 ( 93 / '9#$ ( 7 9 &3( / 3 1'5 3 #'$ 3 ( 9 #9.

P393 /# 4' ; &' ( 43 &'"3/' 3 /#; 9 $ #3 / / "3$/3 /#39#3 $&9 3 '1 #'$ / &9#$39 19 $&3 80 / +0 1/, ( / #9 2 1(. O&9' 9#& 9#' '99 (1'$/ 3 K% %$ 435#&3$& $/ ; 39 7 /'( 1393 "# #'$39, 7 (# ' %" $ / &3$K% / #$'/'9' ( 8 1(, ( & $/93 %

E &# "1' "#$#"' / 9 & $ #'$ 4#/93% # 3 / 5 ( 9 6 4'93( IS.020-6.2 OB



MEMORIA DE CÁLCULO



IS 020-6.+.2 < 435 # 0 435 #N* #"1# >3 3$%3 *

/ F"+ * < P N 000 0.2 0.<

16 Estimacion de $ro?undidad de Lodos d 4m6< 435 # 0 435 #

' %" $ '$' F"+ / 0. 2 0. 2A &%93 C'$' F" H/ ,".2 ,".2

/2 0. 6 0. <

D#3" &9' C# #$/9' F" D . 8 . 8A9 3 C# #$/9' F"2 A .0 .0A &%93 C# #$/9' F" H/2 ,"!- ,"1!A &%93 T'&3 F" H/*H/ H/2 ,"1. ,"/=

-6 5olumen re9uerible para sedimentacion 45s en m+6IS-020-6.+. . < 435 # 0 435 #

( F"+ * P PR 000 0. 0.A9 3 C# #$/9' F"2 A .0 .0H( F" ( A ,"!, ,"!2



MEMORIA DE CÁLCULO



/6 $ro?undidad Libre de Lodo 4 o m6IS-020-6. . < 435 # 0 435 #H' F" 0.82 - 0.26 A 0.< 0.<H' / 5 ( 9 "37'9 / 0.+ " OB OB

26 $ro?undidad de espacio libre 4 l m6IS-020-6. .< < 435 # 0 435 #H F" 0. 0 0.

H' 0. " 0.6 0.63 '9 M37'9, H , " ,"/1 ,"/1

=6 Calculo de la pro?undidad maxima de la espuma sumergida e mIS 020-6. . < 435 # 0 435 #A9 3 C# #$/9' F"2 A .0 .0H F" 0, A 0.6 0.6H F" O1&3/' ,"/, ,"1,

6 5eri3cacion de $ro?undidad (otal E?ectivaF te

IS 020 -6. .6 < 435 # 0 435 #H& 9 K% 9#/3, " * H H H/ .++ .2H& , 5#'/# (&'9 / ,600 .6 .6

OB OB

%6 CALC LO DEL $O)O DE I*0IL(RACI7* O $ERCOLADOR

!6 Datos &enerales del $ozo $ro ectadoMinimo 1.50 m

M i n i m o 1

. 5 0

Relleno de grava2" - 3"

TERRENO NATURAL

. 3 0

PV -!AP # 2"

Terreno na$%ral

ma$erial &ro&ioRelleno 'on

Lamina &la($i'a

PRO E!O)

1 e*'ava'i+n de ,an a 'oman%ale( /1. 0m

2 relleno de ,an a 'on il3. in($ala'i+n de $a&a de. relleno 'on ma$erial &ro

. 5 0



MEMORIA DE CÁLCULO



.6 Dimencionamiento del $ozo de AbsorcionD#3" &9' M#$#"' .<0 "P9';%$/#/3/ M#$#"3 .80 "P9';%$/#/3/ / 3 / ( 3 3 0.<0 "P9';%$/#/3/ E; &# 3 .+0 "

C#9 %; 9 $ #3 P'>' . "A9 3 E; &# 3 6. + "2$ara $ro?undidad de !"=, m del resultado del test de percolaciGn

T#1' / S% ' A9 3 E; &# 3

"#$ " L "2 /#3 "2A9 $3 9% (3 3 " /#3 8 + 6. +

*O(A:

T# "1' /#$? &93 # $

C' ? # $& /I$? &93 # $

S 1% / 319 #39 K% 3 313 #/3/ / 5#'/# (&'9 7 (% 9 (1 &# ' 1'>'3/ %3/' / 3( 3 %3( 9 (#/%3 ( / 3/3 "'/% ' / &9#$3 '$ 3993(&9 4#

M i n i m o 1

. 5 0

Relleno de grava2" - 3"

. 3 0

PV -!AP # 2"

Terreno na$%ral


Lamina &la($i'a

PRO E!O)

1 e*'ava'i+n de ,an a 'oman%ale( /1. 0m

2 relleno de ,an a 'on il

3. in($ala'i+n de $a&a de. relleno 'on ma$erial &ro

. 5 0



INA CON ARRASTRE HIDRAULICO

(&'9 7 (% 313 #/3/ "3 #"3 / 3& $ #'$.

'9* .2 " A &' & 9#'9* . 6 " . 8 " FIS-020-6. .2 / 5 ( 9 "37'9 3 . 0 "

2 * .0 "2 F"+ * 0. 22 "+

&3 E; &# 3* H& * H H H/ * .6 2 "

3 #"3 / N3&3(* 0. A

(13 #' L#59

#$#"3 9 K% 9#/3 1393 S /#" $&3 #'$

P9';%$/#/3/ / '/'(, H/ * H/ H/22 "+"

uas negras+0 A %"$'(

2 0

+0 A %"$'(0.8.86

4 3 ' 1393 %$3 & "1 93&%93 Q20 C

ICO DE LA LOCALIDAD DE TOTORA, DISTRITO YAULI -A".

P C E& 9$#& / +00 #&9'(, %3 %"1 '$

&9#$3 / 3993(&9 4#/93% # ', 1'9 ' K% 31'9&

/ 4'7' ( ' 7 / 3 &9#$3 / 3993(&9 4#/93% # ' 7 K%9"3 43 %(' / 3 &9#$3 &9 ( ( 3 /#3, %$3 139331'9& /#39#' / 2 /#39#'.





+0 A %"$'(

0.<

+0 A %"$'(0. 2,".20. <

. 8.0,"1!,"/=

+0 A %"$'(0.

.0,"!2





+0 A %"$'(0.<

OB

+0 A %"$'(0.

0.6,"/1

+0 A %"$'(.0

0.6,"1,

+0 A %"$'(.2.6

OB

M i n i m o 1

. 5 0

TERRENO NATURAL

. 3 0


Lamina &la($i'a

PRO E!O)

1 e*'ava'i+n de ,an a 'on erramien$a(man%ale( /1. 0m

2 relleno de ,an a 'on il$ro grava de 2" - 3"3. in($ala'i+n de $a&a de &l4($i'o e/2'm. relleno 'on ma$erial &ro&io a($a n.$.n.





se tiene:

' %" $

1( /#326+.< Q 20-2 0 1/ - 2 # . oH

1 9 ' 3 # $ 19'7 &3/3( 393$&#>3$ &93&3"# $&'/93% # ' 3 #$(&3 39 $ 3/3 # # $/3.

M i n i m o 1

. 5 0

. 3 0


Lamina &la($i'a

PRO E!O)

1 e*'ava'i+n de ,an a 'on erramien$a(man%ale( /1. 0m

2 relleno de ,an a 'on il$ro grava de 2" - 3"

3. in($ala'i+n de $a&a de &l4($i'o e/2'm. relleno 'on ma$erial &ro&io a($a n.$.n.

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Memoria de Calculo de Baños