CONTENTS 
Page 
IHINGD. Goddowoon od bdo OOOO COO OOD OO BDOD OOOO MOU CUCOD CU COU ODO GD O DOO O0D00N 1 
RIESE OAM NHS he OOS Gb ob Gobo ooo OU O DUO UO OC ObUD OOD DOU ROOD DOOD OO m0!0 4 
[ATS HORSE GURESHeaeteta crcterereraeiedeneicbeterotehe herve elclielekohelievolel cjeuelateponciencrclcienoremeieNeneneicne = 4 
CONVERSION FACTORS, NON-SI TO SI (METRIC) UNITS OF MEASUREMENT.......... 1 
PART I: IQKHUOMMUICHILO sabe ooooeucoobunadoooDdHOoD DDO CD DDD DD DDC O00 0b D00C 8 
Sfefajare) Che Mol 5 Gobo anducoeObdoG0b000000000000000000000000000000.0000 8 
Organiizatilonvofathils wReporeCryuscnctierevelelcierelereloloncielenereNavcleiereel-nehaterRonevolan 9 
Units Of Measurements elererel nel ore cletale: clevelolevelevsienercdctellesetelonnenorencnenens 10 
PART II: HESTORECAM VANDEL Xd'S ein GaCONDIGKONSvererercicrercisielekenereretcreicienenorenenenen 11 
Orientation to the Study Area.... occ cree sess ensseens 11 
Revilewvof (Previous) SCUGMESH sister cccielel eve shelchelic clieehercpenelislicl sel oltel sli) sicwouenons 13 
PART leis SaWAV EMRE RRA CGTHONMANATAYS US cy varsia) cccpsl oleltel elelokeletebelenefelieheieheneichoreiehenonenonenere a4 
Wave Hama Gasits. eieisycss. isscecho ea) sre) ehicla bio ceedice eheleicyahield sb wremebele Glove elie: esa tenereitells) aiets pl 
Nearshoremrebractions Simulation icvencicienel cioietelsueicheloloneloiotclicletekenerensteloneners 31 
Refraction Over Beach Fill Borrow Sites...........ccecccccccccsone 39 
PART IV: EONG=TERM) SHORE TINE CHANGE c's ccs: cic cle © «cle telcle ercieiciereisiencuctencioneiereienene 49g 
Lif ae) eX6¥0 [BY SH Ba Lo) alice inset) la edule a nis A MIL NR Ea ner cn INDE ells el a cS at es os cy 4g 
Shoreline Change Numerical Model.........c0...ccccesoccccensovccoe 50 
Models Caliibrationirands Vieriticationiiicc.ciecielelcncelercielelcuctencichoneionetelsnoiotone 56 
PART V: ‘STORM=INDUCEDEBEACHPEROSTONR a aciareciecsncec cao eee 65 
INE EOAUGE TOM bcscysrsccus ovete apace eyskouere tabs iabaie ojala ute tole auc ue Rueecoee teh ITER ore ioree 65 
BeachsErosiony Numerical Modellay sists cerarets cia cia eee oie 66 
ModelsCalnibrationandiVieritficationicin sas. ccteyeete siete che eieerorl eee otis 71 
SCO MES mulated omaecarcvtves casvs ye vaievons gaevanaus ie vaute Yong tare totrolevos ic ree ee oe 78 
Evaluatvonnof Existing Conditions..... oc sc cml ciate cient 81 
Evaluation of Alternative Beach Fill Designs.............seeseeeee 6 92 
Variability sha Ctoric cies. tye cic) s cicis axsrsiercdate clei svaletel shspenoleccusteteiel wenermeneneteremonerers 98 
PART. Vile STAGE=EREQUENGYRELATTONSHERS ey eccier cue cheleleveloreletaiecleusieroneiens icine 101 
TmCrOdue cd Ombeysie a wievenenciele:ycecrevsivevaltercdaneane vateve eleileleiemecs bors: cuctecene wale ceneu en erateroneteiee 101 
Revslewo fe ChemP EMP eS tudiyin cic c1rcicrersieeiie love: aiiorcleilerevereierevone rere eke) ovevereneiseoreta vere 103 
Adapting FIMP Ensembles and Results to the Present Study.......... 106 
SCORMESUNGEMMOMe De ee ia al arre. teu oneavels lala celignesere Coreh olla ieheteteveraiore reretetetletciometenenone 109 
SUiMUAtTONVOL TS COMMS iene lovey ehaia wooilo le ove iolever ere lel eon eee 123 
Devellopmentiof Stage-Prequency (Curves = oi). ci). «ier eee 1 « eletele\clelerctelelevels 125 
REE ERENGES i, arsectesnctete: capatcuetedenaicrs cokcdsvor shatcuctalivs outa. shgkavere Seale ones core behe ROTO Peron 135 
APPEND UM WAlcOmINO TATION yore tsnchcttesi cicets:tava vestevre lteers safe leliecay alee re aslo CTE SES TN eRe ETA aE ete Al 
APPEND EXE cae Wilt Sip HiLND CAS Tut'S UMMAIR Vt ep n stele tates tes er Joc une a aa ei Ue ee B1 
* Appendixes B-G (Volume II) were published under separate cover. Copies are 
available from National Technical Information Service, 5285 Port Royal Road, 
Springfield, VA 22161. 
