25
I.
Contenido INTRODUCCIÓN...................................... .......................................................... ....................................... ................................. .............. .. 3
II.
OBJETIVOS........................................ ............................................................ ....................................... ........................................ ..................... 4
III.
MARCO TEÓRICO .......................................................................................5
3.1 3.1.
CON ONCE CEP PTOS GEN GENERAL ERALES ES.......................................................................5
3.1 3.1.1. .1.
CUENCA ENCA HIDR IDROG OGR RÁFIC ÁFICA A ...................................................................5
a) Por Por su tama tamaño ño geog geográ ráfi fico co::.......................................................................6 b) Por su Ecos Ecosiistem stema: a:..................................................................................6 c) Por su su Ob Objetivo:.......................................................................................6 ................................................................................... ............................................. ..... 7 d) Por su Relieve: eve:......................................
e) Por la la dirección dirección de la evacuación evacuación de las aguas, aguas, se podría podría clasi clasificar ficar en:......7 3.1 3.1.2. .2.
FUNCI NCION ONE ES DE DE LA LA CUEN CUENC CA ..............................................................7
unción !mbiental...................................................................................8
unción Ecológica...................................................................................8
unción "idrológica.................................................................................8
unción #ocioeconómica.........................................................................9
3.1.3. 3.1.3. LAS PRINC PRINCIP IPA ALES CARAC CARACTER TERÍST ÍSTICA ICAS S DE UNA CUENCA CUENCA HIDROGRÁFICA SON: .....................................................................................9 3.1 3.1.4. .4.
ELEM ELEMEN ENT TOS DE LA LA CUEN UENCA..............................................................9
a) El Río Pr incipal....................................................................................9 3.1 3.1.5. .5.
EL RELI RELIEV EVE E DE DE LA LA CUENC UENCA A.............................................................10
3.1..
LAS OB OBRAS HUMANAS....................................................................10
3.1. 3.1.!. !.
PARTES RTES DE DE UNA UNA CUE CUENC NCA A HIDR HIDROGR OGRÁF ÁFIC ICA A .......................................10
a) $%E&$! !'(!....................................................................................10 b) $%E&$! E*+!.................................................................................11 c) $%E&$! !-!...................................................................................11 3.1. 3.1.". ".
DELI DELIMI MIT TACIÓN CIÓN DE LA CUEN CUENCA CA.........................................................11
3.1. 3.1.#. #.
PARÁME RÁMETR TROS OS GEOM GEOMOR ORFO FOLÓ LÓGI GICO COS S...............................................14
........................................................... .................................................. ............................... ... 14 a) .RE! /!)........................................
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RE'!$+4& *E *E E' E'O&1!$+425 &.........................................................16
d)
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f)
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(ipos de corrientes:...............................................................................20
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odelos de drenaje:...............................................................................20
•
Orden de corrientes:..............................................................................21
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Relación de bifurcación:.........................................................................21
•
*ensidad de drenaje..............................................................................21
•
recuencia de corrientes........................................................................21
•
E8tensión media del escurrimiento:........................................................22
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9)
ASPECTOS GENERALES...........................................................................24
IV. 4.1. 4.1.
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%bic %bicac ació ión n pol polít ític icaa = adm admin inis istr trat ativ ivaa...................................................24
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%bic %bicac ació ión n geog geográ ráfi fica ca::............................................................................25
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2ías de de ac acceso:.....................................................................................26
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!ctiv !c tivid idad ades es Eco Econó nómi mica cas s Prin Princi cipa pale less......................................................27
CONCLUSIONES
0
RECOMEND ACIONES.....................................................28
BIBLIOGRAFIA..................................... ......................................................... ....................................... ........................................ ..................... 28
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f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ÓGICO
&''$%)+($+$ ,- 5 $- '$,25 $ -, &/$+&,. L% '$%/-,% $+(% $ $%, &/'@, >()%($'(&, $%, ,/+, $+ -, >, $ &-&/-.
g) RE$(.&1%'O E6%+2!'E&(E E- )'(+&()( $- '$&+6/- $7/(@,-$+$ $% %/)+$' 7/$ $- $%&/''(($+ $ /+, &/$+&, ,, %$ ,)'(, ,- $ /+ '$&+6/- $ (6/,- '$,? (6/,&$(&($+$ $ &),&(, (%, '$),'(&(*+ >()%K'(&,? ,$% $ %/)+$' 7/$ -, (%'(/&(*+ $- %/$-? @$6$,&(*+ $+%(, $ '$+,$ %$ $+&/$+',+ ($'$+&(,,% )' -,% '$,% &)'$+(,% $+'$ &/'@,% $ +(@$-. E- '$&+6/- $7/(@,-$+$ $% /+, ',+%',&(*+ )/',$+$ 6$K'(&, $ -, &/$+&, $+ /+ '$&+6/- $ (6/,- )$'$'? &+@('(K+%$ -,% &/'@,% $ +(@$- $+ '$&,% ),',-$-,% ,- -, $+'. S( L - %+ -% -,% ,' $+' $- '$&+6/- $7/(@,-$+$? P A ? $- )$'$' $- ,, $ -, &/$+&,? ,$% $ &+%($',' -, $&/,&(*+ $- &$(&($+$ $ &),&(, %$ ($+$+ - %(6/($+$:
7) PE&*+E&(E *E $%E&$! L, )$+($+$ $ -, &/$+&, ($+$ 6',+ (+-/$+&(, $+ -% @,-'$% $ (+(-',&(*+? $- $%&/''(($+ %/)$'(&(,-? -, >/$, $- %/$- -, &+'(/&(*+ $- ,6/, %/$''+$, $+ $- -/ )'$%$+$ $+ -% &,/&$%. A%((% $% $- )'(+&(),- ,&' %(& 7/$ &+'-, $- ($) $- -/ %'$ $- $''$+ ($+$ (+-/$+&(, ('$&, &+ -, ,6+(/ $ -,% ,@$+(,% &'$&(, $ -% '%. L, )$+($+$ $(, $ -, &/$+&, %$ )/$$ $%(,' , ),'(' $- ,), , &/'@,% $ +(@$- $%$ $- &/,- %$ )/$$ &,-&/-,' -, )$+($+$ ),', +/$'%,% -,$',% )'(+&(),-$% (+,-$+$ $+$' /+ )'$( $ -% @,-'$% $ )$+($+$ )'$@(,$+$ $%(,%.
ESTUDIO HIDROLÓGICO
25
i) $OE+$+E&(E *E !#+2+*!* E- &$(&($+$ $ ,%(@(, %$ $(+$ & $- &&($+$ $+'$ -, )$+($+$ $(, $ -, &/$+&, $- '$, $ -, &/$+&,.
j) $!R!$(ER0#(+$!# *E '! RE* *E *RE&!-E L, '$ $ '$+,$ $ /+, &/$+&, $% $- %(%$, $ &,/&$% )' $- 7/$ -/$+ -% $%&/''(($+% %/)$'(&(,-$%? %/%/)$'(&(,-$% %/$''+$%? $ ,+$', $)',- )$',+$+$. S/ ()',+&(, %$ ,+(($%, )' %/% $$&% $+ -, ',&(*+ ',)($ $ '$+, $ -% $%&/''(($+% +',-$% $','(+,'(%? ,$% $ )')'&(+,' (+(&(% %'$ -,% &+(&(+$% %(&,% $- %/$- $ -, %/)$'(&($ $ -, &/$+&,. L,% )'(+&(),-$% &,',&$'%(&,% $ -, '$ $ '$+,$ %+: T() $ &''($+$%? $- $ '$+,$? '$+ $ &''($+$%? '$-,&(*+ $ (/'&,&(*+? $+%(, $ '$+,$ '$&/$+&(, $ &''($+$%. •
(ipos de corrientes:
L,% &''($+$% &8+$+$ %$ &-,%((&,+ $+: )$'$++$%? (+$'($+$% $$',%? $+ ,%$ , -, &+%,+&(, $ %/ $%&/''(($+ -/? $- &/,- $% '$-,&(+, &+ -,% &,',&$'%(&,% %(&,% &-((&,% $ -, &/$+&,. L,% &''($+$% )$'$++$% &+/&$+ ,6/, $- ($) $&$) /',+$ ESTUDIO HIDROLÓGICO
25 (+$'($+$ --$@, ,6/, -, ,' ),'$ %$7/,% $'$,%. U+, &''($+$
$- ($) )$' )'(+&(),-$+$ $+ K)&,% $ --/@(,% )' 8-( -,% &''($+$% $$',% %*- &+/&$+ ,6/, /',+$ -,% --/@(,% (+$(,,$+$ $%)/K% $ K%,%. •
odelos de drenaje:
L, &(+,&(*+ $ -% $$&% $- &-(, -, 6$-6, $ -, &/$+&, )6'(&,? '(6(+,+ $-% $ $'%(*+ -% &/,-$% %+ &,',&$'(,% )' -, '$ $ '$+,$ 7/$ )'$%$+, -, &/$+&,. •
Orden de corrientes:
E% /+, &-,%((&,&(*+ 7/$ '$-$, $- 6', $ ',((&,&(*+ (/'&,&(*+ $+' $ /+, &/$+&,. H'+ &-,%((&* $- '$+ $ &''($+$% ,%(6+,+ $- '$+ 1 , -,% % )$7/$,%? $% $&('? ,7/$--,% 7/$ + $%+ ',((&,,%? $- '$+ 2 , -,% &''($+$% 7/$ %*- ($+$+ ',((&,&(+$% '(/,'(% $ )'($' '$+? $ '$+ 3 ,7/$--% &+ % % '(/,'(% $ '$+ 2 $+' $&.
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Relación de bifurcación:
E- &+&$) $ '$-,&(*+ $ (/'&,&(*+ %$ $(+$ & $- &&($+$ $+'$ $+8$' $ &''($+$% $ &/,-7/($' '$+ $- +8$' $ &''($+$% $%(6/($+$ '$+ %/)$'('.
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*ensidad de drenaje
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S$ $(+$ & -, L+6(/ ,-25 L $ -% &,/&$% $+' $ -, &/$+&,? (@((, $+'$ $- '$, ,- $ '$+,$ A
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recuencia de corrientes
S$ $(+$ & $- +8$' $ %$6$+% $ &''($+$% )' /+(, $ '$,.
D+$ $% $- +8$' $ '$+ $- &,/&$ )'(+&(),-. •
E8tensión media del escurrimiento:
S$ $(+$ & -, (%,+&(, $(, 7/$ $- ,6/, $$', $%&/''(' %'$ -, &/$+&, ),', --$6,' ,- &,/&$ %$ $%(, )' -, '$-,&(*+ 7/$ $(%$ $+'$ $'$, &/,' @$&$% -, -+6(/ $ % -% &,/&$% $ -, &/$+&,.
9) !'(+(%* E*+! *E '! $%E&$! /"m): E% -, %$(%/, $ -,% ,-/',% $ -% $'$% $ -, &/$+&,.
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ESTUDIO HIDROLÓGICO
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IV.
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VISTA AÉREA YANAHUANCA
ESTUDIO HIDROLÓGICO
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VISTA AÉREA DANIEL CARRIÓN
VISTA AÉREA PROYECTO
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2ías de acceso:
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P' $- N'$ &+ -,% )'@(+&(,% $ L,/'(&&>, A D$),',$+ $ H/+/&.
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25 P' $- E%$ &+ -, P'@(+&(, $ A H/+/&? D(%'(% $
P,--,+&>,&', S,+ F',+&(%& $ A%% $ 0,'/%,&,+? P'@(+&(, • •
$ P,%& D$),',$+ $ P,%&. P' $- S/' &+ $- D(%'( $ S(*+ B-@,' P,%&. P' $- O$%$ &+ -, P'@(+&(, $ O*+ D$),',$+ $ L(,.
L, P'@(+&(, D,+($- A-&($% C,''(*+ &/$+, &+ /+, %/)$'(&($ $ 1 ""!.23 2? &+%(/$+ $- !.5 $ -, %/)$'(&($ $),',$+,25 31#.5# 2 $- 1.#! $ -, %/)$'(&($ +,&(+,-9 , +(@$- $ -, )'@(+&(, $+ $%/(? $- (%'( 7/$ ($+$ ,' %/)$'(&($ $% 0,+,>/,+&, &+%(/$+ $- 43.3 "1".32 2? $- (%'( 7/$ ($+$ $+' %/)$'(&($ $% T)/& 7/$ '$)'$%$+, $- 2. 5.4! 2? $% - )$% %$'@,' $+ $- C/,'
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E- &-(, $ $%, '$6(*+ $% $)-,=' &+ ,' %&(-,&(*+ 7/$ -, 7/$&>/, $+'$ $- , -, +&>$? $+'$ $- %- %',. L, $)$',/', $(, ,+/,- $% 11 WC9 -, $)$',/', +(, %$ '$6(%', $+'$ -% $%$% $ M, , J/+( $+ -,% $)',,% $ @$',+. E%, +, %$ &,',&$'(, )' -,% ,/+,+$% )'$&()(,&(+$% $%,&(+,-$% 7/$ ($+$+ -/6,' $+'$ -% $%$% $ $+$' , A'(-.
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D$ ,&/$' &+ -% C$+%% N,&(+,-$% 2!: XI $ P-,&(*+ VI $ V(@($+,? -% )-,'$% $- D(%'( $ 0,+,>/,+&,? %$ $(&,+ )'('(,'(,$+$ , -,% %(6/($+$% ,&(@(,$%:
ESTUDIO HIDROLÓGICO
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.
CONCLUSIONES
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RECOMEND ACIONES
E- )'$%$+$ ',, %$ )/$$ &+&-/(' $+ - %(6/($+$:
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$+(% $+ -,% >,% $ &-&/-.25 L% '$%/-,% $+(% '$$'$+$ , -% ),'$'% 6$'-*6(&% %+: '$, Y !1442."1# 29 )$'$' Y 3#.13!44# -9 )$+($+$ Y .9
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BIBLIOGRAFIA
V(--*+ B.? M( 22 ;H('-6,< %$6/+, $(&(*+? $('(,V(--*+? I+%(/ T$&+-*6(& $ C%, '(&,? E%&/$-, $ I+6$+($', A6'&-,? L(,=P$'8. A),'(&( .? F',+&(%& J,@($' 1##! ;F/+,$+% $ H('-6, $ S/)$'(&($
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