SUBJECT INDEX 



Newark, New Jersey, 3-124, 3-125 

 Newport 

 Beach, California, 6-25, 6-79 

 Rhode Island, 3-116, 3-124, 3-125, 4-23, 4-77 

 Nodal zones (see Longshore transport nodal zones) 

 Node, 2-113, 3-97 thru 3-99 



Nonbreaking wave (see also Miche-Rundgren Theory), 3-18, 

 7-2, 7-3, 7-14, 7-17, 7-45 thru 7-53, 7-100 thru 

 7-102, 7-117, 7-161, 7-163, 7-164, 7-166, 7-167, 

 7-169, 7-181, 7-202, 7-206, 7-207, 7-209, 7-211. 

 7-212, 7-238, 7-239, 8-47, 8-49, R-58 

 forces (see also Sainflou Method), 7-161, 7-162, 

 7-165, 7-168, 7-170 

 on caissons, 8-76 

 on piles, 7-100 

 on walls, 7-161 

 height, 7-204 

 Noncircular pile, 7-102, 7-159, 7-160 

 Nonlinear 

 deformation, 4-29, 4-30 



Wave Theory (see Finite Amplitude Wave Theory) 

 Nonvertical walls, 7-200, 7-201 

 Norfolk, Virginia, 3-117 

 Northeaster (see also Standard Project Northeaster), 



3-110, 4-31, 4-44, 4-78, 4-157, 6-28 

 Nourishment, beach (see Artificial beach nourishment; 



Beach nourishment) 

 Numerical models (see Mathematical models) 



- - 



Oak Island, North Carolina, 5-19 

 Ocean 

 City 

 Maryland, 4-91, 6-83, 8-85, 8-86, 8-90 



Inlet, 1-18 

 New Jersey, 4-91 

 Beach, 6-25 

 wave, 1-4, 2-4, 2-74, 3-1, 3-2, 3-15, 6-32, 6-93 

 Oceanside, California, 4-10, 6-25 



Harbor, 6-61 

 Ocracoke Island, North Carolina, 4-110, 6-49, 6-52 

 Offshore, 1-2, 1-3, 3-107, 4-72, 4-80, 4-147, 5-3, 5-9, 

 5-19, 5-21, 5-22, 5-55, 5-62, 5-64, 5-67, 5-69, 

 5-71, 5-73, 7-14, 7-17 

 bar, 1-3, 1-10, 1-13, 2-122, 4-78, 6-16 

 bathymetry, 1-7, 2-124, 3-123, 4-78 

 breakwater, 1-23, 2-105 thru 2-108, 4-167, 5-29, 

 5-30, 5-34, 5-61 thru 5-67, 5-69, 5-71, 5-73. 

 6-55, 6-61, 6-72, 6-93 thru 6-95 

 types, 5-59, 6-93 

 island, 4-30, 4-114, 4-117, 8-1 thru 8-3 

 slopes, 4-117, 4-120, 4-121, 4-127, 4-128, 5-5. 



5-21. 5-22, 7-41 

 structures, 1-22, 2-108, 7-149 

 wave climate, 4-29, 4-42 



zone, 4-55, 4-58, 4-60, 4-73, 4-121, 4-126, 

 4-129, 6-56 

 Old Point Comfort, Virginia. 3-124. 3-125 

 Onshore-offshore 

 currents (see also Littoral currents; Nearshore 



currents) , 4-49 

 profiles, 4-75 



transport, 1-13, 4-57, 4-58, 4-65, 4-66, 4-71, 4-73, 

 4-74, 4-76, 4-83, 4-117, 4-133, 4-147, 5-35, 5-63 

 Orange, Texas, 3-112. 3-113 

 Organic reefs, 4-23 



Orthogonal, 2-61 thru 2-66, 2-68 thru 2-75. 2-109, 

 2-110, 7-15, 7-156, 8-33 



Oscillatory wave (see also Airy Wave Theory; Linear 

 Wave Theory), 1-5, 2-4, 2-6, 2-9, 2-27, 2-55 thru 

 2-57, 2-59 

 Outer 



Banks, North Carolina, 6-41, 6-42, 6-48 

 bar, 1-14, 1-24, 4-152, 4-157, 4-173, 4-175, 

 4-177, 5-26, 5-28 

 Overtopping, 1-13, 2-119. 3-122, 4-44, 4-108, 4-110, 

 4-112, 5-3, 5-4, 5-20, 5-26, 5-58, 5-69, 5-73, 6-1, 

 6-48, 6-93, 7-16, 7-18, 7-33, 7-43 thru 7-54, 7-56, 

 7-58. 7-59. 7-61 thru 7-63, 7-67 thru 7-69, 7-73, 

 7-74. 7-80 thru 7-83, 7-89, 7-173, 7-205, 7-211, 

 7-212, 7-225, 7-227 thru 7-229, 7-231, 7-233, 7-235, 

 7-236, 7-238, 7-239, 7-248, 7-249, 8-48 

 coefficient, 7-67, 7-71, 7-72 

 Overwash, 1-13, 1-16, 1-17, 4-43. 4-80. 4-108. 4-110 

 thru 4-112, 4-114. 4-120. 4-122. 4-127, 4-128, 6-73 

 fans, 1-13, 1-16 

 Oxnard Plain Shore, California, 4-91 



Padre Island, Texas. 1-11, 4-108 thru 4-111, 4-124, 



4-136, 6-37, 6-38, 6-40, 6-42, 6-43, 6-49, 6-51 



thru 6-53 

 Palm Beach, Florida, 4-37, 4-91, 5-9, 6-15 



County, 6-72 

 Panic grasses, 6-44, 6-48, 6-53 

 Pass Christian, Mississippi, 3-115 

 Passive earth force, 7-257 

 Peahala, New Jersey, 4-8 

 Peak surge, 3-123, 8-9 

 Peat, 4-17, 4-22, 4-27 

 Pelican Island, Texas, 3-112, 3-113 

 Pensacola, Florida, 3-90, 3-117, 4-35 



Inlet, 4-179, 4-180 

 Percolation, 2-2, 2-63, 3-55, 4-29, 4-36, 4-124 

 Perdido Pass, Alabama, 4-91, 6-61, 6-69, 6-75 

 Period, wave (see Design wave period; Significant wave 



period; Tidal period; Wave period) 

 Periodic wave, 2-3, 4-58, 4-94, 7-11, 7-16 

 Permeable 



breakwater, 7-61, 7-64, 7-73, 7-80 thru 7-82 



groin, 1-24, 5-52, 5-53, 6-76 

 Perth Amboy, New Jersey, 3-124, 3-125 

 Phase velocity (see also Wave celerity), 2-7, 2-23 



thru 2-25, 2-31 

 Phi 



millimeter conversion table, C-38 



units, 4-14, 4-15. 4-17. 4-25. 5-11 

 Philadelphia, Pennsylvania, 3-116, 3-124, 3-125 

 Pierson-Neuman-James wave prediction model , 3-43 

 Pile (see also Breaking wave forces on piles; Concrete 

 pile; Concrete sheet-pile; Cylindrical pile; Non- 

 breaking wave forces on piles; Noncircular pile; 

 Sheet-pile; Steel sheet-pile; Timber pile; Vertical 

 pile; Wave forces on piles). 5-53, 6-1, 6-76, 6-83. 

 6-84, 6-93, 7-101, 7-103. 7-106. 7-109 thru 7-111, 

 7-127. 7-129, 7-132, 7-138, 7-141, 7-147, 7-149 

 thru 7-155, 7-157, 7-159, 7-160, 7-256 



diameter, 7-103. 7-131. 7-138, 7-140, 7-144, 7-146, 

 7-155 



foundation, 4-27 



group, 7-153 thru 7-155 

 Pinellas County, Florida, 4-91 

 Pioneer Point, Cambridge, Maryland, 6-10 

 Pipeline dredges, 5-32, 5-33, 5-54, 5-60, 6-14, 6-16, 



6-30 thru 6-32, 6-56, 6-59, 6-61, 6-73, 6-76 

 Pismo Beach, California, 4-124 

 Planning analysis, 1-1, 5-1, 5-2, 6-14 



D-10 



