estudio hidrologico pivijay-1

8/18/2019 Estudio Hidrologico Pivijay-1

1/26

ESTUDIO HIDROLÓGICO E HIDRÁULICO PARA ELMEJORAMIENTO DE VÍAS URBANAS MUNICIPIO DE

EL BANCO – DEPARTAMENTO DEL MAGDALENA


2/26

TABLA DE CONTENIDO.

1. INTRODUCCIÓN________________________________________________22. OBJETIVO Y ALCANCE__________________________________________3

2.1. OBJETIVOS________________________________________________32.1.1. Ob!"#$% G!&!'()________________________________________32.1.2. Ob!"#$%* E*+!,-#,%*.___________________________________3

2.2.ALCANCES.________________________________________________33. IN/ORMACIÓN GENERAL._______________________________________3

3.1.G!&!'()#0(0!* 0!) M,#+#%.__________________________________3

3.2.G!%)%-(.__________________________________________________3.3.G!%4%'%)%-(._____________________________________________53..C)#4(._____________________________________________________5

. ANALISIS HIDROLÓGICO.________________________________________6.1.P'!,#+#"(,#7&._______________________________________________8

.1.1. P'!,#+#"(,#%&!* 4!&*()!* 4)"#(&()!*.___________________8.1.2. P'!,#+#"(,#%&!* (&()!*.________________________________19

.2.D!"!'4#&(,#7& 0!) ,(0().___________________________________12.2.1. C%!#,#!&"! 0! !*,%''!&"-( :C; ___________________________12.2.2. C'$(* I


3/26


4/26

E'(#+ar el 8rea e rea>e = lo' ,a"ale' ara #?ere(e' er#oo' e re(oro

'e)@ la' e'(r",("ra' ro=e,(aa'. Real#ar la +oela,# 7#r8"l#,a e la' e'(r",("ra' e,e'ar#a' ara el "e

?",#oa+#e(o el rea>e e la' 9:a'.

2.2 ALCANCES.

/ara el a8l#'#' 7#rol)#,o 'e ,o'#era la e'(a,# l"9#o+(r#,a +8' ,er,aa a ar(#r e

la ,"al 'e e(er+#a el ,a"al e e',orre(:a 7a'(a el '#(#o e #(er' !"e e e'(e ,a'o

,orre'oe al a9#+e(o lo,al#ao e la #re,,# +e,#oaa. e real#a ae+8' la

+oela,# 7#r8"l#,a ,o'#erao la' e'(r",("ra' ro=e,(aa' ,o el ?# e e9#(ar el

e(er#oro e la' 9:a'.

3. IN/ORMACIÓN GENERAL.

3.1. G!&!'()#0(0!* 0!) M,#+#%.

El Ba,o ,o'(#("=e "o e lo' 2% +"#,##o' !"e ,o?or+a el ear(a+e(o el

Ma)alea. E'(8 "#,ao e el e(re+o +8' +er##oal el ear(a+e(o e Ma)alea

e la ,o?l"e,#a e lo' r:o' Ma)alea = Ce'ar.


5/26


6/26

Lo' e'#(o' e,o(rao' 'o;

N6-'(; I(er,ala,#oe' e ,o)lo+erao' are#(a' l:(#,a' a '"l:(#,a' e )rao +e#o -

)r"e'o a ,o)lo+er8(#,a' are#(a' ,al,8rea' = lool:(a'.

Q2-l; e'#(o' al"ale'.

Qa-l; De'#(o' al"9#ale' = lla"ra' al"9#ale'.

Lo' e'#(o' al"9#ale' 'o '"elo' a#'o(r#,o' e '" #'(r#",# ,o ro#eae'

)eo(,#,a' al(a+e(e 9ar#ale' e'(re,7a+e(e rela,#oaa' ,o la )ra"lo+e(r:a. "

,o(#"#a e' #rre)"lar "#eo (eer al(o' ,o(e#o' e +a(er#a or)8#,a e

e(er+#ao' +e#o'. La er+ea#l#a eee e la )ra"lo+e(r:a. Geeral+e(e

re'e(a " #9el ?re8(#,o al(o.


7/26

3.3 G!%4%'%)%-(.

El (err#(or#o e' lao = ,ea)o'o. E'(a re)# el ear(a+e(o ?or+a ar(e e la lla+aa

Dere'# Mo+o'#a la ,"al e'(8 ,o?or+aa or (#erra' aSaa' or el r:o Ma)aleala e'e+o,a"ra e lo' r:o' Ca",a a Tor)e = Ce'ar e'(e ?l"=e '"' a)"a' a (ra9' e

la C#a)a e Zaa(o'a e el +"#,##o e El Ba,o. (#ee el +"#,##o el El Ba,o


8/26


9/26

'"re)# 'o el (ro#,al ll"9#o'o = (ro#,al 'e,o e'(e @l(#+o 'e ,ara,(er#a or (eer o'

e'(a,#oe' 'e,a'.

/#'( 5. M(+( 0! ,)#4( 0!) 4,#+#% 0! E) B(&,%./!&"! A")(* b@*#,% 0! C%)%4b#( IGAC.

. ANALISIS HIDROLOGICO.

/ara real#ar el a8l#'#' 7#rol)#,o el l")ar e lo,al#a,# el ro=e,(o 'e 7ae+leao lo' 9alore' e re,##(a,# +e#a +e'"al e la e'(a,# l"9#o+(r#,a +8',er,aa !"e e e'(e ,a'o ,orre'oe a la e'(a,# Lo' Ne)r#(o' lo,al#aa e la',ooreaa' %.0266 e la(#(" Nor(e = -$.0% e lo)#(" Oe'(e e la' ,er,a:a' el

# # # El B M l


10/26

.1 P'!,#+#"(,#7&.

.1.1 P'!,#+#"(,#%&!* 4!&*()!* 4)"#(&()!*.


11/26

G'(#,( 1. V()%'!* +'!,#+#"(,#%&!* 4)"#(&()!*.

/!&"! E)(b%'(0( +%' )( +'!*!&"! ,%&*)"%'-( ,%& (0( 0! #&%'4(,#7& 0!) IDEAM.

Meses E n e r o

F e b r e r o

M a r z o

A b r i l

M a y o

J u n i o

J u l i o

A g o s t o

S e p e m b r e

O c t u b r e

N o v i e m b r e

D i c i e m b r e

V .

A n u a l .

Valores

Medios 3.80 3.08 19.50 69.00 124.10 111.00 100.63 158.00 155.80 166.40 107.12 41.15 1059.58

Valores

Máximos

50.0

0

41.0

0 116.90 238.40 244.60 278.40 281.00 385.00 321.00 568.00 220.00 178.00 2922.30Valores

mínimos 0.00 0.00 0.00 6.40 7.30 16.10 0.00 6.80 43.00 36.80 8.70 0.00 125.10


12/26

E*"(,#7& L%* N!'#"%*. E) B(&,% < M(0()!&(

Ao Valor anual Ao Valor anual

1985 648 2000 1104.2

1986 786.2 2001 892.7

1987 696.7 2002 976

1988 1278.5 2003 1264.9

1989 947 2004 1070

1990 312 2005 1243

1991 347.6 2006 1229

1992 647.6 2007 1233.41993 1175 2008 1215

1994 957.3 2009 520.7

1995 1463.1 2010 1770.1

1996 1102.69 2011 1689.69

1997 897.5 2012 1055.5

1998 1486 2013 1069.5

1999 1650!rome"io 1059.62

Desviaci#n 368.65

$oe%ciente "e Variaci#n 34.79%T(b)( 2. P'!,#+#"(,#%&!* (&()!* 0! !*"(,#7& E) B(&,%

/!&"! E)(b%'(0( +%' )( +'!*!&"! ,%&*)"%'-( ,%& (0( 0! #&%'4(,#7& 0!) IDEAM.

De la (ala a(er#or e' o'#le e(er+#ar !"e el 9alor ro+e#o e la 'er#e e a(o' e'

105%.62 ++.


13/26

E#'(e +",7o' +(oo' ara e(er+#ar el ,a"al !"e (ra',"rre or "a ,"e,a

7#ro)r8?#,a lo' ,"ale' eee e #'(#(o' ?a,(ore' ,o+o la re,##(a,# (#e+o e,o,e(ra,# (#o e '"elo (oo)ra?:a e(,.

El +(oo ra,#oal e' "o e lo' +8' "(#l#ao' ara la e'(#+a,# el ,a"al+8#+o a'o,#ao a e(er+#aa ll"9#a e #'eSo. e "(#l#a or+al+e(e e el #'eSoe ora' e rea>e "rao = r"ral. #ee la 9e(a>a e o re!"er#r e a(o'7#ro+(r#,o' ara la e(er+#a,# e ,a"ale' +8#+o'.

E'(e +(oo er+#(e e'(ale,er lo' ,a"ale' a ar(#r e la e(e'# = la',ara,(er:'(#,a' el "'o el '"elo e el 8rea e rea>e = la #(e'#a el e9e(oll"9#o'o e "a ?re,"e,#a e(er+#aa e a,"ero ,o la '#)"#e(e ere'#;

De;

Q; Ca"al e +3K'V.C; Coe?#,#e(e e e',orre(:aa#+e'#oal. I; I(e'#a e re,##(a,#++K7rV.

A; Xrea e rea>e

P+2V.

Lo' ,oe?#,#e(e' e e',orre(:a 'e e'(ale,er8 e a,"ero al (#o e ,oer("ra !"e


14/26

Lo' 9alore' e ,oe?#,#e(e e e',orre(:a 'e e(er+#a e a,"ero al (:("lo D el RA

2000 e la (ala D.$.5. Coe?#,#e(e e e',orre(:a o #+er+ea#l#a;

T#+% 0! *+!'#,#!* C

C"#er(a' 0.5 - 0.%5

/a9#+e(o' a'?8l(#,o' = '"er?#,#e'e ,o,re(o

0.0 - 0.%5

4:a' ao!"#aa' 0.0 - 0.&5

Zoa' ,o+er,#ale' o #"'(r#ale' 0.60 - 0.%5Re'#e,#a ,o ,a'a',o(#)"a' reo+##o e oa'

0.G5

Re'#e,#al +"l(#?a+#l#ar ,o lo!"e',o(#)"o' = oa' "ra' e(re e'(o'

0.60 - 0.5

R!*#0!&,#() (4#)#(' ,%& ,(*(*,%&"#(* +'!0%4#% 0!

('0#&!*9.9 < 9.>9

Re'#e,#al ,o ,a'a' roeaa'

e >ar#e' o +"l(#?a+#l#are'are,#ale+e(e 'earao'

0.$5

Re'#e,#al ,o reo+##o eoa' 9ere' = ar!"e'-,e+e(er#o'

0.30

Laera' '# 9e)e(a,# 0.60

Laera' ,o 9e)e(a,# 0.30

/ar!"e' re,rea,#oale' 0.20 - 0.35T(b)( 3. V()%'!* ,%!#,#!&"! 0! !*,%''!&"-(.

/!&"! T#")% D RASar#e' or lo !"e 'e ao(a " 9alor e 0.$0. /ara el 8rea e


15/26

.2.3 T#!4+% 0! ,%&,!&"'(,#7&

El (#e+o e ,o,e(ra,# e'(8 ,o+"e'(o or el (#e+o e e(raa = el (#e+o ere,orr#o e el ,ole,(or. El (#e+o e e(raa ,orre'oe al (#e+o re!"er#o ara !"ela e',orre(:a lle)"e al '"+#ero el ,ole,(or +#e(ra' !"e el (#e+o e re,orr#o 'e

a'o,#a ,o el (#e+o e 9#a>e o (r8'#(o el a)"a e(ro el ,ole,(or. El (#e+o e,o,e(ra,# 'e)@ el RA 2000 'e ,al,"la ,o la '#)"#e(e e,"a,#;


16/26

De;+; ,oe?#,#e(e e re(aro eee el (#o e '"er?#,#e e e',orre(:a.L; Lo)#(" el "(o +8' ele9ao = +8' al(o al ,ole,(or.

; /e#e(e el (ra+o.

T#+% 0! *+!'#,#! 4

I+er+eale 0.02"elo '# ,oer("ra ,o+a,(o = l#'o 0.10

"er?#,#e '# ,oer("ra +oeraa+e(e r")o'a 0.20

/a'(o' 0.30

erreo' aror#ao' 0.G0

/a'(o' e'o' 0.&0T(b)( . C%!#,#!&"! 0! '!"('0%.

/!&"! D'!&(! 'b(&%. E)!4!&"%* 0! 0#*!%F H,"%' A)%&*% R%0'-!D-(H.

T#!4+% 0! '!,%''#0%.

El (#e+o e re,orr#o a (ra9' e la 9:a 'e "ee ,al,"lar ,o+o;

De;L, lo)#(" el (ra+o.


17/26

U(#l#ar ara el ,8l,"lo e la #(e'#a e re,##(a,# 9ar:a 'e)@ la e'(r",("ra a

Co'(r"#r ,o+o 'e +"e'(ra e la '#)"#e(e (ala;

P!'#%0% 0! '!"%'&% !&(%*T#+% 0! %b'(

C1&!"(* =

a>a' e ,oroa,# 10E'(r",("ra' e ,a:a 10

Al,a(ar#lla e 0.%0 + e #8+e(ro

Al,a(ar#lla +a=ore' a0.%0 + e -#8+e(ro 20

/"e(e' +eore' a 10.00 + e l"

/"e(e e l" +a=or o #)"al a 10 + =+eor a 50 + 50

/"e(e e l" +a=or o #)"al a 50 +100

Drea>e '"-'"er?#,#al 2

T(b)( =. P!'#%0% 0! '!"%'&% 0! 0#*!% +('( !*"',"'(* 0! 0'!&(! $#()./!&"! M(&() 0! 0'!&(! +('( ,(''!"!'(* INVIAS.

e e9al@a ##,#al+e(e la 9:a ,o+o " ,ole,(or (#o ,"e(a e )ra a,7o = o,a al("raara e(er+#ar '# e' ,aa e rear la' a)"a' !"e re,ole,(a '# e,e'#a ee'(r",("ra' a#,#oale' or lo (a(o 'e "(#l#ar8 " er#oo e re(oro e 5 aSo'.

Ua 9e 'e (#ee el er#oo e re(oro a "(#l#ar = el (#e+o e ,o,e(ra,# 'e "eee(er+#ar la #(e'#a e re,##(a,# e(rao e la' ,"r9a' ID< e la e'(a,# Lo'Ne)r#(o' El Ba,o - Ma)alea


18/26

La' 8rea' e rea>e ?"ero e(er+#aa' ,o a="a e la 7erra+#e(a Goo)le

Ear(7 /ro = e?##a' e a,"ero ,o la' e#e(e' = #re,,#oe' e ?l">o ao' e el#'eSo )eo+(r#,o '"+##'(rao.

Lo' 9alore' e 8rea' e rea>e e?##o' 'e re'e(a a ,o(#"a,#;

C())! !&"'! C(''!'( 13 A 16

/%"%'(-( 1. C())! !&"'! 13 A 16E)(b%'(0( +%' )( +'!*!&"! ,%&*)"%'-(.

&ramo "e estu"io 'rea "e "rena(e


19/26

&abla 1. 'rea "e "rena(e "el !royectoFuente2 Elabora"a por la presente consultor3a

E la +e#a e !"e la' 8rea' e rea>e ,o'#eraa' 'e 7a,e +8' )rae' la

#(e'#a +e#a e la ll"9#a 'ore '(a' 'e re",e e ra e la 9ar#a#l#a e'a,#al

el ?e+eo e re,##(a,# '# e+ar)o e#o a !"e la' 8rea' e rea>e o

al,aa la' 50 7a' 050 P+2 V or lo !"e o 'e "(#l#ara #)@ ?a,(or e re",,# e

la +#'+a.

.3 R!*)"(0%* %b"!%*.

/ara el ,8l,"lo e ,a"al e #'eSo e ,aa (ra+o e 9:a 'e 7a "(#l#ao la 7erra+#e(a

#?or+8(#,a el a!"e(e e Mo,ro'o(?; E,el.

L(0% Sb"'(4%*Ab*#*(I,#()

Ab*#*(#&()

T! T"T,

:C(),)(0%;T,

:(*4#0%;T,

:A,4)(0%;

:4#&; :4#&; :4#&; :4#&; :4#&;

D!'!,?%

1 P 0 Y000 P 0 Y 060 6.20 32.&6 3%.06 3%.06 3%.06

2 P 0 Y 060 P 0 Y 160 %.53 26.32 35.&5 35.&5 $.%1

3 P 0 Y 160 P 0 Y 2%0 .12 %.&1 &6.%3 &6.%3 161.&$

$ P 0 Y 2%0 P 0 Y$10 3.%& 1$21.%% 1$25.%& 1$25.%& 15&.&2

5 P 0 Y$10 P 0 Y 500 3.$$ 3%.$0 $2.&2 $2.&2 1630.65

6 P 0 Y 500 P 0 Y 5$0 3.50 26.1 2%.6 2%.6 1660.32

P 0 Y 5$0 P 0 Y 612 2 $2 2& 23 30 65 30 65 16%0 %


20/26

6 P 0 Y 500 P 0 Y 5$0 0.60 1.00 0.6$ 10.55 0.0&&65 0.16

P 0 Y 5$0 P 0 Y 612 0.60 1.00 0.66 10.$6 0.0&%$3 0.12

I#!'0%

1 P 0 Y000 P 0 Y 060 0.60 1.00 1.00 5.00 0.00600 0.0062 P 0 Y 060 P 0 Y 160 0.60 1.00 1.00 55.&% 0.01600 0.016

3 P 0 Y 160 P 0 Y 2%0 0.60 1.00 0.61 35.0$ 0.33100 0.331

$ P 0 Y 2%0 P 0 Y$10 0.60 1.00 0.60 10.&0 0.22300 0.223

5 P 0 Y$10 P 0 Y 500 0.60 1.00 0.61 10.63 0.2&300 0.2&3

6 P 0 Y 500 P 0 Y 5$0 0.60 1.00 0.62 10.52 0.31000 0.310

P 0 Y 5$0 P 0 Y 612 0.60 1.00 0.6 10.$3 0.33100 0.331

T(b)( 6. R!*4!& 0! ,@),)% 0!) ,(0() 0! 0#*!%.

/!&"! E)(b%'(0( +%' )( +'!*!&"! ,%&*)"%'-(

=. ANÁLISIS HIDRÁULICO.

El a8l#'#' 7#r8"l#,o 'e real#a ,o'#erao !"e la 9:a ro"e'(a e el #'eSo

)eo+(r#,o '"+##'(rao e' '"?#,#e(e ara (ra'or(ar ae,"aa+e(e lo' ,a"ale'

e(er+#ao' e el "+eral a(er#or 'e +oelar8 ,o+o '# '(e ?"e'e " ,aal = 'e

9er#?#,ar8 lo' ar8+e(ro' 7#r8"l#,o' "(#l#ao la 7erra+#e(a #?or+8(#,a el a!"e(e e

M#,ro'o?(; E,el.

/ara ,al,"lar la ,aa,#a 7#r8"l#,a e ,aa (ra+o e 9:a 'e e+lear8 la ?or+"la,# e

Ma#).


21/26

e aal#a 9:a' e o' ,arr#le' 1 or ,aa 'e(#o e ,#r,"la,# ,o lo' a,7o'

+o'(rao' e la' ?#)"ra';


22/26

MO!"#$&' ()#*"$# ! "# V#

L(0% Sb"'(4%* Ab*#*( I,#() Ab*#*( #&() P'%&0#0(0 B%'0! )#b'! 1 :4; 2 :4;

A)"'( 0!) b%'0#))%'!,%4!&0(0( +%'

!&,#4( 0! )( '!*(&"!:4;

T :4;P!&40#!&"!

"'(&*$!'*() 0! )($-(

D!'!,?%

1 P 0 Y000 P 0 Y 060 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W

2 P 0 Y 060 P 0 Y 160 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W3 P 0 Y 160 P 0 Y 2%0 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W$ P 0 Y 2%0 P 0 Y$10 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W5 P 0 Y$10 P 0 Y 500 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W6 P 0 Y 500 P 0 Y 5$0 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W

P 0 Y 5$0 P 0 Y 612 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W

I#!'0%

1 P 0 Y000 P 0 Y 060 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W2 P 0 Y 060 P 0 Y 160 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W3 P 0 Y 160 P 0 Y 2%0 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W$ P 0 Y 2%0 P 0 Y$10 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W5 P 0 Y$10 P 0 Y 500 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W6 P 0 Y 500 P 0 Y 5$0 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W

P 0 Y 5$0 P 0 Y 612 0.15 0.05 0.06 0.0% 0.20 3.00 2.00W

/!&"! E)(b%'(0( +%' )( +'!*!&"! ,%&*)"%'-(

MODE)A$*5N 6*D7A8)*$A DE )A V9A

L(0% Sb"'(4%* Ab*#*( I,#() Ab*#*( #&() T1 P!'#4!"'%A'!(:42;

S%+'%4!0#%0!) "'(4%

:44;

RHV

:4*; :43*;

0!0#*!%:43*;

R!$#*#7&

D!'!,?%

1 P 0 Y000 P 0 Y 060 3.001 3.06 0.36 0.0052&0.12

1.3$ 0.$&31 0.0612 OP

2 P 0 Y 060 P 0 Y 160 3.001 3.06 0.36 0.01&010.12

2.$& 0.&%22 0.3322 OP

3 P 0 Y 160 P 0 Y 2%0 3.001 3.06 0.36 0.00&50.12

1.6$ 0.5&%0 0.2&1 OP

$ P 0 Y 2%0 P 0 Y$10 3.001 3.06 0.36 0.000310.12

0.32 0.116 0.16&5 NO CUM/LE

5 P 0 Y$10 P 0 Y 500 3.001 3.06 0.36 0.00%$50.1

21.% 0.6$61 0.1&21 OP

6 P 0 Y 500 P 0 Y 5$0 3.001 3.06 0.36 0.0110.12

2.$2 0.&12 0.1&32 OP

P 0 Y 5$0 P 0 Y 612 3.001 3.06 0.36 0.0026%0.12

0.%6 0.3$$ 0.1%16 OP

1 P 0 Y000 P 0 Y 060 3 001 3 06 0 36 0 0052&0.12

1 3$ 0 $&31 0 005 OP


23/26

=.2 M%0!)(,#7& ?#0'@)#,( 0! )(* !*"',"'(* +'%!,"(0(*.

El (ra+o e 9:a e'("#ao e,e'#(a e la ,o'(r",,# e e'(r",("ra' !"e a"+e(e la,aa,#a 7#r8"l#,a e la 9:a e e'(e ,a'o 'e lae(a la "(#l#a,# er+a-,"e(a'e 0.21 + e al("ra ,o e#e(e 3;1 ,o+o 'e +"e'(ra a ,o(#"a,#;


24/26

/#'( 1=. E*!4( 0! ,(( '!,%)!,"%'(/!&"! SECRETARIA DE OBRAS PUBLICAS DIRECCION DE ESTUDIO Y DISEMO.

La' ,"e(a' 'e ee ,o'(r"#r a lao = lao e la 9:a = 'e ,o'#era ara el a8l#'#' 7#r8"l#,o ,o+o "a 'e,,#(ra'9er'al ,o+"e'(a ,o+o 'e +"e'(ra a ,o(#"a,#;


25/26

Lo' re'"l(ao' o(e#o' 'o lo' '#)"#e(e';


26/26

estudio hidrologico pivijay-1

Documents