Borde Libre
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BORDE LIBRE ( H4)
ALTURA DEL VIENTO (hm)
veloc. del viento (m/s) V= 15.! m/s
"etch o #lc#nce ($m) %= &.&& $m
#n'. %om#do o el viento * el "etch += , -
on". edi# del v#so (m) D= ,.!! m
Lon'. Resevoio= .& m
hm= !.!! m
ALTURA DE OLA0 (hs)
#) 0UER%I2IE VERTI2AL
%3= 14
67=!.85 m
hs=1.5& m
%9 14
67=!.5!:1
hs=!.41!4&
;) 0UER%I2IE IN2LINADA
"ec<enci# de l#s ol#s T= 1.55
= &:.5:
he=1.&! m
ALTURA OR A0ENTAIENTO A>IO DE LA 2ORONA (hc)
coe". De comesi;ilid#d $= 4E?!!:
#lt<# de l# es# 6= ,!!.!! cm
h = hm@ hs@hc@hse
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hc=1!8.5& cm
ATERIAL DE LA RE0A 2l#sic#cion 0U20 V#lo (c
Acill#s * limos de #lt# comesi;ilid#d 26 C 6 !.
Acill#s * limos de ;## comesi;ilid#d 2L C L !.
Aen#s con limos * #cill#s 02 !.
Aen#s limos#s * #en#s con ocos nos 0 C0 !.
eFcl# de '#v# con #en# G2HG C G !.
ALTURA DE 0EGURIDAD (hse)
1- 2RITERIO
NAE= 1!., hse= !.5, m
NAO= 1!
ALT. DE LA OLA= 1.5& m hse= 1.5& m
IN.=!.:! m
&- 2RITERIO
es#s medi#n#s hse= 1.4! ? .!! m hse= 1.4! m
ORDE LIRE ( 6)
6= .1! m
ALTURA E0TRU2TURAL
Alt<# est<ct<#l 1.14 m
Alt<# vol<men m<eto 61= 11.: m
Alt<# vol<men <til 6&= &.1, m
Alt<# s<e#lm#cen#miento 6= 1.&, m
ode li;e 6= .1! m
NIVEL DE 2RE0TA
6E=
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2OTA DE %ONDO= ,! 2OTA DE 2RE0TA= ,.14
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?1)B1!?
5
&
1
4
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ANCHO DE CORONA
Zona rocosa regiones sismicas
C=
0.8 MIN
1.1 MAX
7.06 m
8.00 m
CALCLO DE !ALDE"
!ALD A#A" ARRI$A %Z1&
A'()ra *e' reser+orio %m& H,= -.81
A'()ra *e 'a /resa %m& H= 1.18
coesion %2g3m4& c= 0.00--
5eso *e ma(eria' sa()ra*o %2g3m-& = 10
Coecien(e *e ro9amien(o *e' ma(eria' (an:= 0.781-
Z1= 4.6
Z1= 4.
!ALD A#A" ARRI$A %Z4&
Corona *e 'a /resa %m& C= 8.00 m
Z4= 1.8074-44
Z4= 4
MATERIAL PARA DENSIDADES COHESION
Húmeda Saturada Sumergida Total (C) Efect(C) TOTAL(0)
Núcleo Impermeable
Cantera”A” 1.9 1.99 0.99 !.! 0
Cantera "#” 1.9$ 1.9% 0.9% 1.% 0 11.&
Espaldones $.$1 $.! 1.! '''''' 0 ''''''
$.$1 $.! 1.! '''''' 0 ''''''
$corona=
$corona=
ANGULO DE
(rado*(Ton+m!) (Ton+m$)
Transcones !Fl"ros
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E,ECT(O)
1&
1-.&
!-
!&
RICCION
)