U.S. ARMY ENGINEER DIVISION, PACIFIC OCEAN
CORPS OF
ENGINEERS
PROJECT TITLE __Enewetak Atoll Cleanup
SH NOL oF LL sHs
LOCATION
SECTION
;
DRAWING (S) NO.
comPUTED By _KVK
oate10/14/7b ecKken By
DATE
DESIGN ANALYSIS
Design Storm - assume 10 year storm
*
Hp
=~
10!
T
=
12 seconds
Stillwater elev
Se
+ SA
=
ap |.
|
he
!
|
t
1
Se +S
+Sw+Sap
vee
=
SSwoty
=
|
i
'
;
=
7.6', wind setup ignored
_
j
'
i
'
i
\
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}
.
tbe
‘
re LD me tn (mer emer pe pomp oe pot pcp
{
1
7.6'
i
|
‘
t
{
‘
(
}
'
Tidal Data
Range
'
Mean
2.7'
Denssed spring
sR
3.9!
'
ss
M. Tide Level:
2.6!
fo.
‘
Paygrades ba
'
\
{
'
oe
i
po
4
1 Jai! dd
|
t
:
3.9!
0.50
0,00
&
a
be bemfa s
ped et Fk me,
betesoch pheas Lectheciheied dacbean ch alec serbiahthe:
“Depth of water= 7.6 -2 ="5.6"oT fora aprmatpee gts
Reef. surface approx + 2'
'
Hypo = 5.64 12528 = 4,3"
Use 4' design wave height
;
"|
ae
i
i
|
Reef with zero slope extends about 1400' seaward of crater, therefore
1.28 used is in lieu of SPM Fig. 7-2 or 7-3.
+
1
awards cwh
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e date:wf
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c 4 esse
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ee me
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aowd.
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t.
POD Form 115
1 Jul 70
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