Channel Islands Harbor, California (Port Hueneme) 



1-17, 2-82, 5-51, 5-52, 6-59, 6-61, 6-62 



offshore breakwater 1-16, 1-17, 5-51, 5-52 



sand bypassing 1-16, 1-17 



Chesapeake Bay 3-65, 4-146 



Chesapeake Bay, Maryland 6-11 



Chesapeake Bay Bridge Tunnel, Virginia 3-3 



Chezy coefficient 3-103 



Chincotcague Inlet, Virginia 8-118 



Qapotis 2-113, 2-114, 7-127, A-6 



crest height at wall (see also Seiche; Standing wave) 



7-128 



Qatsop Spit, Oregon 4-115, 6-51, 6-53, 6-54 



Clay 4-19, 4-20 



Cnoidal Wave Theory 2-2, 2-3, 2-47, A-6 



Coast 1-3 



Coastal engineering 1-1, 4-52, 5-1 



planning analysis 5-1, 5-2 



problems 4-52, 5-1 



Coastal zone (see also Shore zone) 1-3 



Coastline A-7 



Coefficient 



bottom friction (K) 3-103, 3-115 



Chezy 3-103 



diffraction 2-81 



drag 7-99 



drag (steady flow) 7-103 



energy A-12 



expansion of ice 7-206 



friction (soil) (/i) 7-212 



inertia (mass) 7-99, 7-108, 7-109 



Isbasli 7-204 



layer coefficient 7-196, 7-197, 7-198 



bft 7-96, 7-97 



reflection 2-110, 7-127 



refraction 2-67, 2-70, 8-41, A-28 



shoaUng 2-30, 2-67, 8-41, A-33, C-3 



sorting A-34 



stabQity 7-169, 7-170, 7-175, 7-178 



selection 7-175 



surface friction (see Coefficient, wind stress) 



C — Continued 



Coefficient —Continued 



transmission 2-110, 7-53 



wind stress (k) 3-103, 3-104, 3-139 



Cold Spring InJet, New Jersey 4-90, 8-118 



Concrete armor units 



(see also Precast concrete armor units) 7-180 



types 7-183 



Concrete bulkhead 6-6, 6-7 



Concrete caisson breakwater (shore-connected) .... 6-93 



Concrete caisson design 6-89, 6-93, 8-95, 8-96 



Concrete groin 6-81, 6-83 



Concrete interlocking blocks 6-6, 6-12, 6-13, 6-14 



Construction 



design practices 6-98 



Construction materials 6-96 



Continental Shelf A-7 



Convergence A-7 



Conversion factors, British to metric C-41 



Coquina 4-22 



Coral 4-21 



Coralline algae 4-21 



Core Banks, North Carohna 4-113, 6-39, 6-46, 6-48, 



6-50, 6-51, 6-52, 6-54 



Coriolis parameter 3-21, 3-58 



Corpus Christi, Texas 3-101 



Crane Beach, Ipswich, Massachusetts 4-75, 4-76 



Cresent City, Cahfomia 6-89, 6-90, 7-192 



Crest height (wave) above Stillwater 7-71 



Crib 5-49 



Critical ratio 5-10, 6-17 



Cube, modified (precast armor unit) 7-170, 7-182, 



7-183, 7-189, 7-196 



Current 



littoral A-8 



longshore 1-9, 4-4, 445, 4-48, A-8 



nearshore 4-39, 443, 444, A-8, A-23 



onshore-offshore 4-43 



rip 1-9, 4-5, 445, 446 



tidal 1-9, 3-70, 4-5, 443, 8-21, A-9 



wind generated 1-7, 4-5 



Cycloidal wave A-9 



d/L-Tables of Functions C-5, C-17 



Darcy-Weisbach Friction Factor 3-103 



Datum plane A-9 



Daytona Beach, Florida 1-10 



Decay (wave) 1-7, 3-17, 3-42, 3-52, A-10 



wave period 3-42 



Decay distance 1-7, 3-42, A-10 



Deep water, definition 2-9, A-10 



wave prediction 3-33 



Deflation 4-5, 4-129, 6-36 



Deflation plain 4-111, 4-112, 4-113 



Delaware Bay 4-146, 8-1 



Delaware Breakwater, Delaware 8-32 



Density (See also Mass density) 



energy density (wave) 2-27 



Design breaker height 7-8 



Design hurricane A-18 



Design practices— Construction 6-98 



D - 



Design storm 3-85 



Design wave 7-2, 8-63 



selection factors . . 4-29, 4-30, 7-3, 7-177, 7-201, 8-63 

 Design wave height 



selection 4-29, 4-30, 7-3, 7-177, 7-201, 8-63 



Diablo Canyon, California 7-192 



Diffraction (wave) 2-79, 8-93, A-10 



calculations, single breakwater 2-81 , 8-93 



calculations, small gaps 2-98 



Diffraction coefficient 2-81 



Dispersive medium 2-27 



Dispersive wave 2-27 



Diurnal tide A-10, A-39 



Dolos (precast armor unit) . . 7-170, 7-182, 7-183, 7-188, 



7-192, 7-196 



Drag coefficient 7-99 



Drag coefficient (steady flow) 7-103 



D-3 



