Dimensionamiento De Presa: Diseño de Obras Hidráulicas

Diseño de Obras Hidráulicas

DIMENSIONAMIENT DATOS PARA EL DISEÑO Volumen Util del Embalse Superalmacenamiento Período de Olas  Tasa  Tasa de sedimentación anual Nivel del ondo del río Período de Diseño

CUADRO DE ÁREAS Y VOLÚMENES DE LA PRESA COTA m.s.n.m. !"#$ !"## !"($ !"(# !")$ !")# !"+$ !"+# !"*$ !"*# !#$$ !#$# !#&$ !#&# !#!$ !#!# !#,$ !#,# !#"$ !#"# !##$

AREA. ( m2 ) $%$$ &$'&!$%$$ !$'!&$%$$ "$'"($%$$ #*')($%$$ &$$'$!$%$$ &+&'&"$%$$ ,!&')#$%$$ #&"'*+$%$$ #+('*+$%$$ (&)',+$%$$ (#&'&$$%$$ ),#')$$%$$ )+,',$$%$$ +)*'&#$%$$ *,$'+$$%$$ &'$!$',#$%$$ ,'(*('&!$%$$ "',)&')*$%$$ ('$")'"($%$$ )')!,'&,$%$$

AREA. ha. $%$$ &%$&!$ !%$!&$ "%$"($ #%*)($ &$%$$!$ &+%&&"$ ,!%&)#$ #&%"*+$ #+%(*+$ (&%),+$ (#%&&$$ ),%#)$$ )+%,,$$ +)%*&#$ *,%$+$$ &$!%$,#$ ,(*%(&!$ ",)%&)*$ ($"%)"($ ))!%,&,$

CALCULO DEL VOLUMEN MÁXIMO DE LA PRESA  VOLUMEN UTIL VOLUMEN MUERTO VOLUMEN VOLUMEN MAXIMO DE OPERACIÓN NORMAL VOLUMEN VOLUMEN DE SUPERALMACENAMIENTO VOLUMEN VOLUMEN MAXIMO MAXIMORUM DE LA PRESA

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Diseño de Obras Hidráulicas !##$ !#"$ !#,$ !#!$ !#&$ ELEVACION m.s.n.m.

!#$$ !"*$ !"+$ !")$ !"($ !"#$ $%$$

&$$%$$

!$$%$$ CAPA

DISE DI SE O PRE PREVI VIO O DE DE LA LA PRE PRESA SA

-" . ,%)+

NAME

-, . ,%," NAMO

-! . !(%)+

VOL. ÚTIL MMC

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Diseño de Obras Hidráulicas -&. 0OT 0OT1 VO2% 3UE4

h!' %$.&%! m CALCULO DE h2 "  VOLUMEN UTIL VOLUMEN MUERTO VOLUMEN VOLUMEN MAXIMO DE OPERACIÓN NORMAL COTA DE VOLUMEN MAXIMO DE OPERACIÓN -!. -!. 0OT 0OT1 DE VO2% O2%31

h2' 2.$$% m CALCULO DE h# "  VOLUMEN MAXIMO DE OPERACIÓN NORMAL VOLUMEN VOLUMEN DE SUPERALMACENAMIENT SUPERALMACENAMIENTO O VOLUMEN VOLUMEN MAXIMO MAXIMORUM DE LA PRESA COTA DE VOLUMEN MAXIMO MAXIMORUM DE LA P -!. 0OT 0OT1 DE DE VO VO2%31 2%317% 7%55 317 31783 83O O4U3 4U3 DE DE 21 21 P4 P4

h2' #.## m CALCULO DEL *ORDO LI*RE (h+) "

h4 = hm + h s ALTURA POR MAREAS DE*IDO AL VIENTO (hm) h m ' , V 2 - Cs / 0 2 donde : V . velocidad del viento ;mm= D . proundidad media del vaso ;m=

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Diseño de Obras Hidráulicas

CALCULO DEL -ETC 6etc2ue@o se El cálculo del etc- eectivo ;6= se deBne como:

donde:

7i: Ii: 6: 28NE1 ! , " # ( )

7i ,!#)%$&"( &+(*#+%",+& (!")%*&"* &,+"**%"#+! &""$$+%,$&+ &"++)!%!,(+

ai &+%$$ &!%$$ (%$$ 5(%$$ 5&!%$$ 5&+%$$

1 5

∑   X   

i

 F  

=

i

⋅

=1

6. &$!'&( &$!'&(+%* +%*" " m - ' !&2.!3 4m

1 5

∑ C  i

=1

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Diseño de Obras Hidráulicas ÁN5ULO DE DIRECCION DEL VIENTO /'

$3.&& 6

Por lo tanto' con los datos obtenidos se puede calcular el

 h m  ' , V 2 - Cs / 0 2&& D 1 hm. &.&!2!& m

ALTURA DE OLAS (hs) L

Si 6  &+ >m



H ;m =

7 ' &.#+ - s . altura de ola si@

h s ' !.&2  L

Entonces obtendremos:

7 ' -s .

hs '

Si la superBcie es inclinada % En este caso la ola trata de 0uando las olas lle@an a la la superBcie' superBcie' rompen rompen A remonta remonta

8 ' &.+ T ( = h s ) 9 >= ?

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Diseño de Obras Hidráulicas ALTURA POR ACENTAMIENTO MAXIMO DE LA CORONA (h@)

donde : > . coeBciente coeBcie nte de compresibilid compresi bilidad ad ;Tabla= ;Tabla= H . altura de la presa%

Ma>8Ba 8 a P8sa

1rcillas A limos de alta compresibilidad% 1rcillas A limos de ba?a compresibilidad% 1renas con limos A arcilla% 1renas limosas A arenas con pocos Bnos% 3ecla de Rrava con arenas % Entonces obtendremos: H . >.

ALTURA DE SE5URIDAD (hs8) & 0riterio 3aAor de los tres valores :

*$%(" $%$+  &$5" h@ ' &.&%$ &.&%$ m

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Diseño de Obras Hidráulicas Presas 3edianas -se . &%+ 5 ,%$ Presas 1ltas -se . ,%$ 5 *%$ Se obtara por un - s de: hs ' !.& !.& m

-INALMENTE LA ALTURA TOTAL DEL *ORDO LI*RE SERA h+ ' #.$ #.$ m CALCULO DE LA ALTURA ESTRUCTURAL E ' h! : h2 : h# E ' 3&.3% m CORONA

: 2 %+&

CORONA '

ANCO DE CORONA 0 .  ; H =



0.  ;-= donde donde :

 A



. coeici coeicient ente e Gue varía varía se@Cn se@Cn l H altura máima de la pre

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Diseño de Obras Hidráulicas HW . H. 0. c. tanX . Y.

Paa F! H' = H= c=  β = tanβ = W=

90.95 83.83 0.00 40.00 0.84 2,300.00

K& .

!%")

K! .

!%(( SUPERAL

SECCION -INAL DE LA PRESA

NIVEL DE CORONA DE LA P

VOL. ÚT ÚTI

-" . ,%)+ -, . ,%,"

NAME

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Diseño de Obras Hidráulicas

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Diseño de Obras Hidráulicas

 DE PRESA &)$%$$ !#%$$ &%## $%)#$$ !'"#$%$$ #$%$$

AREA. ACUM. ha. $%$$ &%$&! ,%$,, )%$)* &,%$## !,%$#) "&%&)& ),%,"( &!"%+"" &+,%#"! !"#%!+$ ,&$%,*$ ,+,%*($ "(!%!*$

330 330 se@ 330