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