U.S. ARMY ENGINEER DIVISION, PACIFIC OCEAN
CORPS OF ENGINEERS
PROJECT TITLE _Enewetak Atol] Cleanup
)
7" sHNO,_2_ or) ss
n
SECTION
.
LOCATION
DRAWING (S) NO.
COMPUTED BY__KVK. DATE LO/14/76CHECKED BY
DATE
DESIGN ANALYSIS -
Armor Stone Weight
K
te hee
|
|
(Sr - 1)? cote
'H
(from FM&S)
Wr:
.
Sr i
=
&!
= 150
tos
150
;
=
64
2/34
t
W
|
!i
_
150
=
x
i
4
.
t
1.6 (1.34)?
x15
|
-.
‘
°|
I
4
‘1700+
+
Runup
Lo
Ho
5.12 x 12
|
'
Ho
= 1.531
dg = 5.6)
j
BOL
©
KO |=.
forte ode
'
i
. wecece bee
been
|
ov
1,6 selected for
single layer not
groin in SPM.
bob be
ave
|
é
‘
ft
= 2.6!
_
-_-
1.531
|
|
i.
i
J
pee we iG
.
.
4 ce ded.
rt! ’
be of.
a
'
“boa
_
bo
{| 1 4) |
= ,0:0076
yl
;
:
.
!
|
2.6
ee
so
Ho
I
5.6
sor,
11.6
, a
—
use 0.75T to 1.5 ton stone
(1500 to 3000+)
ds
bs
KO
.
j
1
1
.
:
i
|
~4
be. #
= is!
+i
i
»
od.
bee bee
—
al
L.
boos fais ee
wnap
pene
e
-. bain dads
:
neato’
sth aha
a
Roe
yl
He
interpolated value
Ro
= 2.2
HS
1
1
=
2.4
unconutid runup
les
a 1/07! x
=
6 .'25'
2.6 x 2.4
a
6:7'
- 4
=
6.25'
|
+
ton a et Pod.
.
|
|
{oa L pte ede. “K
"4
op
2B
ae
{
:
|
fo Seet
yo} bf tet a =e
|
|
HP
td
a
POD Form 115
} Jul 70
eeee eee eeee
7 1
‘ we
.
*
mo
“4
*
t
a
oy
t
f
reo
4
s
eet
ype
ay
y a ; .
oe
.
: a
eta ts
Soh Ma
rhe
'
i
“oy A
.
fe
»
ae
ota . .
ac.
A