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 \ | | } . 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 ' e date:wf t _ atom bo So to asbht ob yay. . . “ pope , ‘ae a fs cat witha we - row “ 4 i “ |. i a}: - j wiifue, ben: 4 wh.detahi jako ne oo . porrot et | j c 4 esse Yapa yo prope -4- ee me } J-- - . | ‘4 aowd. ‘ ‘ t. POD Form 115 1 Jul 70 ae cn TT een “oO ‘ “athe ' . . omen eg un Ne ee were tt “pom meres a aoe rere ere Ty ~~ . . ~~ . 0 a, . . Ln) oan rr ee . _ \ . : ae fon . eyes 4 . * mie vere nero at oe t. LE phate .