SUBJECT INDEX 



Burrwood, Louisiana, 3-81 

 Bypassing sand (see Sand bypassing) 



Caisson (see also Cellular-steel caisson; Concrete 

 caisson; Nonbreaking wave forces on caissons), 

 5-56. 6-93, 7-105, 7-182, 8-75, 8-77, 8-81, 8-84 

 stability, 8-75, 8-81 

 Calcais, Maine, 3-92 

 Camp Pendleton, California, 4-91 

 Cantilever steel sheet-pile groin, 6-79, 6-83 

 Canyon (see also Submarine canyon), 4-124 

 Cape 

 Canaveral, Florida, 6-15, 6-25 

 Cod. Massachusetts, 1-11, 3-110, 3-126, 4-24, 4-37. 



4-44. 4-77, 4-79. 4-80, 4-110. 4-112, 6-38. 6-52 

 Fear 

 North Carolina. 6-15. 6-16 

 River. 5-19. 6-22. 6-28 

 Hatteras. North Carolina. 4-35, 4-112. 4-120, 



4-153, 8-86 

 Henlopen, Delaware, 4-124 

 Henry, Virginia, 3-92 

 Lookout, North Carolina, 4-120 



National Seashores, 4-112 

 May, New Jersey, 3-92, 4-80, 5-54. 6-15. 8-28. 8-86 

 Mendocino. California. 3-92 

 Sable. Florida. 4-24 

 Romano. Florida. 4-24 

 Capillary wave. 2-5. 2-24 

 Carbonate 



loss. 4-124, 4-127, 4-128 

 production, 4-119, 4-127 thru 4-129 

 Carmel Beach. California. 4-10 

 Carol ina 

 Beach. North Carolina. 5-21. 5-22. 6-16. 6-21. 

 6-22. 6-25 thru 6-28 

 Inlet. 6-16. 6-28 

 Carteret, New Jersey. 3-123. 3-124 

 Casagrande size classification. 4-12 

 Cathodic protection. 6-88 

 Caustic. 2-74 



Caven Point. New York. 3-124. 3-125 

 Cedar Key. Florida. 3-117 

 Cedarhurst. Maryland. 6-13 

 Celerity (see Wave celerity) 

 Cellular-steel 

 caisson, 6-88 

 sheet-pile 

 breakwater. 5-61. 6-91 thru 6-93 

 bulkhead. 6-6 

 groin. 6-80. 6-83. 6-84 

 jetty. 6-87 

 structures. 6-88. 6-92 

 Central pressure index. 3-110. 3-126 

 Channel (see also Navigation channel). 1-24. 3-122. 

 4-154 thru 4-157. 4-161. 4-162. 4-164, 4-165, 

 4-177. 5-2. 5-26, 5-28, 5-56 thru 5-58, 6-56, 

 6-58 thru 6-60, 6-73. 6-74. 7-233. 7-250. 7-251. 

 7-253 

 Islands Harbor. California (Port Hueneme), 1-23, 

 2-77. 4-37. 4-90. 5-61. 5-62. 6-61. 6-64, 6-72 

 revetment stability, 7-249 

 shoaling, 1-24, 4-177, 4-180, 5-56. 5-58 

 Charleston. South Carolina. 3-92. 3-117. 3-124. 



3-125. 4-35 

 Chatham. Massachusetts, 3-92, 4-169 

 Chesapeake Bay 



Bridge Tunnel, Virginia, 3-3 

 Maryland, 4-22. 4-141, 6-11, 6-15 



Clapotis (see also Seiche; Standing wave), 2-3, 2-113, 

 2-114, 7-161 thru 7-163, 7-172 thru 7-174, 7-177, 

 7-178, 7-203 

 Clatsop 

 Plains, Oregon, 6-52 

 Spit, Oregon, 4-110, 6-52 

 Clay, 1-7, 4-12, 4-13, 4-17. 4-18, 4-21, 4-22, 4-24, 



4-115. 7-258. 7-260 

 Cleveland Harbor. Ohio. 7-226 

 Cliff erosion. 1-17. 4-45. 4-114. 4-115. 4-117, 



4-127 thru 4-129 

 Cnoidal wave, 2-44 thru 2-48, 2-54, 2-57, 2-58, 7-117 

 theory, 2-2, 2-3. 2-31. 2-33. 2-44. 2-46. 2-54. 

 7-54. 7-55 

 Coast. 1-2 

 Coastal 

 engineering (see also Planning analysis). 1-1. 1-2. 



1-4. 4-64. 5-1 

 erosion (see Shoreline erosion) 

 profile. 4-60 



structures. 1-2. 1-17. 2-1. 3-126. 4-58, 4-74. 7-1. 

 7-58. 7-100. 7-241. 7-247 

 Cobble. 1-7, 4-12, 4-13 



Coefficient (see Drag coefficient; Diffraction coeffi- 

 cient; Energy coefficient; Expansion of ice coefficient; 

 Friction coefficient; Hydrodynamic force coefficient; 

 Inertia coefficient; Isbash coefficient; Layer coeffi- 

 cient; Lift coefficient; Mass coefficient; Overtopping 

 coefficient; Reflection coefficient; Refraction 

 coefficient; Refraction-diffraction coefficient; 

 Shoaling coefficient; Stability coefficient; Steady 

 flow drag coefficient; Transmission coefficient) 

 Cohesionless soil, 7-241 



Cohesive material (see also Clay; Peat; Silt), 4-21 

 Cohesive soil , 7-260 



Cold Spring Inlet, New Jersey, 4-90, 4-91 

 Columbia River, Washington, 3-92 

 Complex wave, 2-2 thru 2-4 

 Composite 



breakwater, 7-182, 7-242 

 slopes, 7-35 thru 7-37, 7-40 

 Computer programs, 2-71, 3-89, 5-44. 7-82, 7-88 

 Concrete (see also Interlocking concrete block; Unit 

 weight--concrete), 1-23, 1-24, 5-2, 5-56, 6-1 thru 

 6-4, 6-6, 6-7, 6-10, 6-14, 6-76, 6-81, 6-83, 6-84, 

 6-95, 6-96, 6-98, 7-213, 7-214, 7-235. 7-236. 7-242. 

 7-249. 7-260. 8-47. 8-51. 8-54. 8-65. 8-69, 8-71, 

 8-73, 8-79 

 armor unit, 5-61, 6-88, 7-32, 7-202, 7-210, 7-212 

 thru 7-215. 7-225 thru 7-227. 7-231. 7-233, 7-235, 

 7-236, 7-239, 7-240, 8-47, 8-68 

 bulkhead, 6-6, 6-7 

 caisson, 5-59, 5-61, 6-88, 6-93 



breakwater, 6-93 

 cap, 5-59, 6-12, 6-82, 6-89, 7-208, 7-229, 7-235, 



7-236, 7-239 

 groin, 6-83, 6-84 

 pile, 1-20, 6-88 

 revetment, 6-6, 6-10 

 sheet-pile. 6-74. 6-75. 6-84. 6-88 

 groin. 6-81, 6-84 

 Consolidated material (see also Beach rock; Coral; 



Rock), 4-23 

 Construction, 6-95, 6-97 

 design practices, 6-95, 6-97 

 materials, 6-95 

 Continental shelf (see also Shelf bathynetry; Shelf 

 profile), 3-122, 3-123, 4-17, 4-61, 4-65, 4-70, 

 4-71, 4-93, 4-117, 4-147, 6-15. 7-14 

 Convergence, 2-74 



Conversion factors: English to metric. C-36 

 Coos Bay, Oregon. 4-37 

 Coquille River. Oregon. 4-37 

 Coquina, 4-24 



D-3 



