implementaciÓn de pavimento permeable para reducir el caudal de los arroyos en barranquilla

7/24/2019 IMPLEMENTACIN DE PAVIMENTO PERMEABLE PARA REDUCIR EL CAUDAL DE LOS ARROYOS EN BARRANQUILLA

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IMPLEMENTACIN DE PAVIMENTO PERMEABLE PARAREDUCIR EL CAUDAL DE LOS ARROYOS ENBARRANQUILLA

ALEJANDRO DAVID ORTIZ SOLORZANO

Cdigo: 140!04"!# $d%&ido'(i1)*o(+%i,#-o+

MARA SANC.EZ ORTIZ#Cdigo: 100/1!1!#+%'i(%10)*o(+%i,#-o+

UNIVERSIDAD AUTONOMA DEL CARIBE2ACUTAD DE IN3ENIERIA

PRO3RAMA DE IN3ENIERIA MECANICAINDUSTRIALBARRANQUILLA

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ContenidoINTRODUCCIN:............................................................................................. 3

1. PLANTEAMIENTO DEL PROBLEMA............................................................5

1.1. CMO REDUCIR EL CAUDAL DE LOS ARROYOS DE BARRANQUILLA?5

2. JUSTIFICACIN:........................................................................................ 6

3. OBJETIVOS:...............................................................................................

3.1. OBJETIVO !ENERAL:...........................................................................

3.2. OBJETIVOS ESPEC"FICOS:...................................................................

#. ESTADO DEL ARTE:...................................................................................$

5. MARCOS DE REFERENCIA:......................................................................16

5.1. MARCO TERICO:.............................................................................165.2. MARCO CONCEPTUAL:.....................................................................2#

REFERENCIAS:..............................................................................................36

%EB !RAF"A:................................................................................................3$

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1. PLANTEAMIENTO DEL PROBLEMAL% i75i6(57-i% d5 7 %,-%7(%'i,,%do ?,&i%,8 5, 'gi+57 d5 ,,&i%6?'5do+i7%7(568 ,%6 -o7di-io756 (o?og';% 57 ,% -id%d d5 B%''%7@i,,%# G1H

1.1. CMO REDUCIR EL CAUDAL DE LOS ARROYOS DEBARRANQUILLA?

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2. USTI!ICACIN:L% i+?,5+57(%-i7 d5 ,o6 6i6(5+%6 '9%7o6 d5 d'57%5 6o6(57i9,5 %=d% %-o7('%''56(%' ,o6 5%6 25'g6o78 !00"# Po' 7% ?%'(557-o7('%' = 7io6 = ,%6 i77d%-io756 ('%57 % ,% ?o9,%-i7 B%''%7@i,,5'%# G11H

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". OBETI#OS:

".1. OBETI#O $ENERAL:A7%,i%' 5,


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'. MARCOS DE RE!ERENCIA:

'.1. MARCO TERICO:E, -'5-i+i57(o d5 ,% -id%d d5 +%75'% d56o'g%7i%d% ('%5 '5?5'-6io75675g%(i&%6 6o9'5 5, P,%7 d5 O'd57%+i57(o T5''i(o'i%, POT8 @5 56 7%*5''%+i57(% d5 g56(i7 = -o7-5'(%-i7 ?%'% d%' 7 o'd57 di7;+i-o = (i-% d5 Co,o+9i%8 11# Si7 5+9%'go8 % ?56%'d5 ,% 5i6(57-i% d5 56(%6 *5''%+i57(%6 d5 ?,%7i%6$ %6> -o+o 7+5'o6o6

%''o=o6 ,o6 -%,56 65 57-57('%7 57 6 g'%7 +%=o'>% 57 ,% ?%'(5 '9%7% = 6o7:P,%(%7%,8 E, S%,%do8 Do7 J%78 C%''5'%6 / 1" = 18 R59o,o8 .o6?i(%,8 L% P%8

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E, R>o M%gd%,57%8 ?'i7-i?%, -57-% *id'og';6 @5 9o'd5% % ,%

-id%d d5 B%''%7@i,,% 57 7% ,o7gi(d %?'oi+%d% d5 1#" i,+5('o68?'5657(% ?57di57(56 d5 0# % 0#40# A6> +i6+o 6 &5,o-id%d ?'o+5dio 56(;57('5 0#4 = !#! +(66 S6 -%d%,56 65g7 '5gi6('o6 57 C%,%+%' 1F1 W 1?'5657(%7 5, 6igi57(5 -o+?o'(%+i57(o: o-(9'58 7o&i5+9'5 = di-i5+9'5+56('%7 ,o6 +%=o'56 7i&5,56 -o7 $ F1/ = " -+6# '56?5-(i&%+57(5+i57('%6 @5 ,o6 +57o'56 65 d%7 57


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E, di65o hidrolgico e hidrulico del pavimento poroso d595 (575' 57-57(% -%('o %6?5-(o6 5657-i%,56 ood6B%,,%'d 5( %,#8 !00F:

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d5 ,% 699%65 ?%'% %,-%7%' (%6%6 d5 '57di+i57(o %d5-%d%6## E6(i+%' ,% 75-56id%d8 = 57 6 -%6o -%7(i% -o7 5, (i5+?o d59ido % ,% -o,+%(%-i78 ?o' ,o@5 65 65,5 '5-o+57d%' 57 5, di65o %do?(%' 57 56(5 &%,o' 7 6(i-%6d5, 'gi+57 d5 ?'5-i?i(%-i78 d5 ,% -%?%-id%d d5 i77di-56 d5 *5-o6# E, o95(i&o?'i7-i?%, d5, %'(>-,o '56id5 57 5, %7;,i6i6 d5 (odo6 ,o6 % 6?5'% 6?5'


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Los criterios estructurales de diseod5957 65' %@5,,o6 @5 ?'o?o'-io757 ,%-%?%-id%d ?o'(%7(5 %d5-%d% % ,% -%(5go'>% d5 (';-,o6d>%# Si 65


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('%--i7 = di6+i7=5 ,% d5


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Co7 5,


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L% 6?5'


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'.2. MARCO CONCEPTUAL:E, di65o ('%di-io7%, d5 ,o6 6i6(5+%6 d5 d'57%5 ?,&i%, *% 6ido ?%'% -%?(%' =-o7d-i' ,o6 56-''i+i57(o6 ?'od-(o d5 %g% d5 ,,&i% (%7 ';?ido -o+o 65%%-5?(%9,5 % 7 ,g%' do7d5 65 ?5d% d56-%'g%'# Mi57('%6 +;6 ;'5%6 65

'9%7i%78 56(5 (i?o d5 di65o ?5d5 '56,(%' 57 +%=o'56 ?'o9,5+%6 d5d'57%5 5 i77d%-io756 %,


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Lo6 SUDS +i7i+i%7 ,o6 i+?%-(o6 57 5, -i-,o *id'o,gi-o ?o' +5dio d5?';-(i-%6 d5 -o7('o, 57 ,% %8 = d5 ?';-(i-%6 @5 i7-57(i&%7 5, +%75o d5, %g%,,&i% 57 5, ,g%' do7d5 65 ?'od-578 '5%,i%7do ('%(%+i57(o6 (5+?o'%,568


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Lo6 SUDS 65 ?5d57 -,%6i


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E7 5, -%6o d5 ,% i7


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S6 ventajas?5d57 '56+i'65 -o+o:

R5+o-i7 5


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Pavimentos permeables de adoqun y modulares:

Lo6 ?%&i+57(o6 ?5'+5%9,56 d5 %do@>7 ?5'+i(57 ,% i7


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33


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RE!ERENCIAS:G1H

A(o': I76(i(-i7 Ed-%(i&% Di6('i(%, M%'-o 2id5, S;'5#Ao: !#014Ti(,o:C%6%6 d5 ,o6 %''o=o6257(5: *((?:#%''o=o6d59%''%7@i,,%#-o

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So-ioE-o7+i-%257(5: MDULO ARQUITECTURA CUC8 118 11"1!F

GHA(o': I76(i(-i7 Ed-%(i&% Di6('i(%, M%'-o 2id5, S;'5#Ao: !#014Ti(,o: M%(5'i%,56 = 6o,-io756 -o76('-(i&%6257(5: *((?:#%''o=o6d59%''%7@i,,%#-o

G4H

A(o': Rod'>g5 .5'7;7d58 JAo: !#00/Ti(,o: E6(dio8 %7;,i6i6 = di65o d5 65--io756 ?5'+5%9,56 d5 %6 '9%7%6 -o7 7 -o+?o'(%+i57(o %d5-%do


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GHA(o': .5'7;7d58 J#8 B%=78 J#8 2'567o8 D#8 P'58 M#8 Jo'd%7%8 J#8 Mo8

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d5 ,% 56-o''57(>% '9%7%: 55+?,o ?';-(i-o d5, %?%'-%+i57(o d5,?%,%-io d5 d5?o'(56 d5 ,% g>%#

257(5: P%?5, ?'5657(%do 57 5, III Co7g'56o d5 I7g57i5'>% Ci&i,8 T5''i(o'io =M5dio A+9i57(5# U7i&5'6id%d d5 C%7(%9'i%8 U7i&5'6id%d d5 O&i5do =A=7(%+i57(o d5 3i7#

GFHA(o': BARRANQUILLA8 DAo: !#000

Ti(,o: P,%7d5 O'd57%+i57(o T5''i(o'i%, d5, Di6('i(o d5 B%''%7@i,,%257(5: *((?:#-'%d'i%19%@#-o+#-o

G/HA(o': Bo7i%6 ?'od-id%6 57 7 ?%&i+57(o

?5'+5%9,5 = 57 7% -%,%d% -o7&57-io7%,257(5:

U7i&5'6id%d Po,i(-7i-% d5 V%,57-i%# I76(i((o U7i&5'6i(%'io d5I7g57i5'>% d5, Ag% = M5dioA+9i57(5 IIAMA# C7o# d5 V5'% 67 40!! V%,57-i%

G10HA(o': .%9%8 E# 3#8 Mo+?%',5'8 S# P#8 \ A7d'6Do+75-*8 I#Ao: !#010Ti(,o: Co7('o, d5 56-o''57(>%6 '9%7%6 +5di%7(5 ?%&i+57(o6 ?5'+5%9,56:

%?,i-%-i7 57 -,i+%6 +5di(5'';75o6#257(5:

I76(i((o d5 I7g57i5'>% d5, Ag% = M5dio A+9i57(5 IIAMA# '5% d5.id';,i-% 5 .id'o,og>%# U7i&5'6id%d Po,i(-7i-% d5 V%,57-i%# C7o# d5V5'% 67 40!! V%,57-i%

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PONTI2ICIA UNIVERSIDAD JAVERIANA2ACULTAD DE IN3ENIER]ADEPARTAMENTO DE IN3ENIER]A CIVIL

G1!HA(o': Ci9'i;7 25'7;7d58 I#Ao: !#00Ti(,o: REDUCCIN DE ESCURRIMIENTOS PLUVIALES MEDIANTE LA

UTILIZACIN DE PAVIMENTOS DE CONCRETO PERMEABL#257(5:

UNIVERSIDAD NACIONAL AUTONOMA DE M[ICOPRO3RAMA DE MAESTR]A Y DOCTORADO EN IN3ENIER]A

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implementaciÓn de pavimento permeable para reducir el caudal de los arroyos en barranquilla

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