Figure Page 
45 Maximum recession-recurrence design curve for 
combined hurricanes and northeasters for 
DS piqey NS AO ete losis (BUCA Ms -Gogodoon06d0090005G0000000000000 96 
H6 Hurricane recession-recurrence plot for Design C: 
SOAP lxsiain Kallis coacocobonba0doad0b GAM OND 0DGOOCOOG000DNDbDONO 97 
AT Northeaster recession-recurrence plot for Design C: 
Z0 =f sDeKm) WAGChineraeiareverevoncuvetcherctenelchenelenel cnerelcslstelateheioleiopWerelonetorelonoie 97 
48 Maximum recession-recurrence design curve for 
combined hurricanes and northeasters for 
Design Gs S0—fts bermuwid thiepi.r-rpervore cieretveneialeeitahottelemsierteieloretans 98 
49 Flow; chart? ofe proyects Cechni'quelrs-)-1. fects snenereneystenolere) ctetcterercnstetaneneiiay 102 
50 Still-water level stage-frequency curves - 
Seah: loleroe WE UIBOSEN0'0'6 dio. 4.0 0.0000000.000,.000000000000000000000 109 
51 Numerical grid for nearshore storm computations................ 111 
52 Water depths and land elevations used in 
calibration ote tilldestrpeieraiererteterevalotelelcieietencrenetcnetetelalouelatcloheronereicierersns 113 
53 Locations of tide gages and) numerical gages.......:............ WI5 
54 Values of the coded friction array and Manning's n 
coefficients used in the calibration of tides................ ai 
55 Tide calibration data - Sandy Hook Marina............eccccceeee 118 
56 Tide) calibrationwdatar— Red) Banki.c. cris cicterereisreher-teiel olereterstolenettever cre 118 
ih Tide calibration data - Rumrunner Restaurant, Sea Bright....... 119 
58 Tide verification data - Sandy Hook Marina...............ceeees 119 
59 Tide verinicationidatar—ineda Bankspervarersichenerene srecerexenencncletctercneneletel onl 120 
60 Tide verification data - Rumrunner Restaurant, Sea Bright...... 120 
61 Comparison of JPM results with historical data at 
Sandys Hook:; (NEWL Jer Sey airs sccueveteve tare tare valle fons tases tallow esotstel stetoperehete ey ocers 124 
62 Wind field and isovelocities, design storm 
NOx EOI NOUR wicia le Vausvcbettine:coireits te lerrelorve tne retuee vareiveveastovelisuehoes faved note aterere teres 126 
63 Wind field and isovelocities, design storm 
| fovrares o) Wy Aan oI Y eal leaks Dia Amt le tb arr MNP Naar ere ely rite oo riry cs Gy i Raa 127 
64 Example of raw and regressed stage-frequency curves............ 128 
65 Variability in stage frequency for the two hurricane 
dataw/sets! atigarey Gee isn clerk sts osletavee sore vemmetin se ottlorian aiehameas 128 
66 Variability in stage frequency for the two northeaster 
datavsetsrats, PAgeWOt sss. Ststs doo aleteteeiere Suet earera estrone aie eles 129 
67 Variability in stage frequency for the two hurricane 
datavsetsHaltteirarer Omtrcencis msiensicrsichorers cicrsnentateneretor cc ctenataredarene te penereite 129 
68 Variability in stage frequency for the two northeaster 
datavsetsRatiizagenaliotyrersrulsrercrciercteveusieveronel oteleruonenonehelcvorenotetenchenetsy otis 130 
69 Stage-frequency curve for the combined hurricane- 
and northeaster-induced water level at gage 6...........0c00- 131 
70 Stage-frequency curve for the combined hurricane- 
and northeaster-induced water level at gage 12............... 131 
71 Estimation of maximum wave effects in the upper 
Navesink baisiine (gages! 5) eres cers wre crarete erates oie aTaera arc te ene tete sy sie 132 
T2 Estimation of maximum wave effects in the upper 
Shrewsburyo bas ime gagec'O)))/ ci servaie od eels ienereveere te cteteuss « (onerene nme: «cjettene 132 
73 Stage frequencies at Monmouth Beach, New Jersey..........eee00% 134 
