SUBJECT INDEX 



Coral, 4-17, 4-22, 4-23, 7-246 



Coralline algae, 4-23 



Core Banks, North Carolina, 4-108, 6-38, 6-49, 6-50, 



6-53 

 Coriolis, 3-24, 3-119 

 effects, 2-6, 3-115 

 force, 2-5, 3-24 



parameter, 3-34, 3-38, 3-82, 3-84, 3-121 

 Corpus Christi, Texas, 3-112 thru 3-114, 4-37, 6-16 



thru 6-18, 6-25 

 Corrosion, 6-88, 6-92, 6-96, 7-139, 7-149, 7-255 

 Coulomb equation, 7-259 



Cover layer, 7-202, 7-205, 7-207, 7-211, 7-227 thru 

 7-229, 7-233, 7-235 thru 7-240, 7-242, 7-245 thru 

 7-249, 8-48, 8-49, 8-51, 8-58 thru 8-61, 8-69, 8-71 

 design, 7-204 

 stability, 7-238, 7-246 

 thickness, 8-48, 8-58, 8-59, 8-62, 8-74 

 Crane Beach, Massachusetts, 4-82, 4-83 

 Crescent City, California, 3-118, 6-89, 6-92, 7-226 

 Crest, wave (see Wave crest) 



Crib, 5-56, 5-59, 5-61, 5-62, 6-6, 6-14, 6-59, 7-242 

 Cube, modified (see Modified cube) 

 Current (see also Density currents; Inlet currents; 

 Littoral currents; Longshore current; Hearshore 

 currents; Onshore-offshore currents; Rip currents; 

 Salinity currents; Tidal currents), 1-3, 1-4, 1-6, 

 1-7, 1-13. 2-60, 2-62, 4-1, 4-4, 4-5, 4-12, 4-23, 

 4-48, 4-49, 4-55, 4-57, 4-58, 4-89, 4-105, 4-126, 

 4-147, 4-150, 4-157, 4-159, 4-177, 5-1, 5-2, 5-9, 

 5-21, 5-22, 5-35, 5-56, 5-57, 5-65, 5-73, 6-1, 6-56, 

 6-73, 7-241, 7-245 thru 7-247, 7-254, 8-1, 8-7 

 velocity (see also Longshore current velocity), 3-119, 

 3-121, 7-241, 7-246, 7-247, 7-249, 7-250, 8-12 

 Cuspate spit, 5-61, 5-63 thru 5-67, 5-69, 5-71 

 Cuttyhank, Massachusetts, 3-92 

 Cylinders, 7-102, 7-132 

 Cylindrical pile, 7-138, 7-157 



- D 



d/L— Tables of Functions, 2-64, C-5, C-17 



Dade County, Florida, 1-19, 1-22, 5-20, 6-16, 6-25, 



6-32 thru 6-34, 6-36 

 Dams, 1-17, 7-254 

 Datun plane, 3-92 



Oaytona Beach, Florida, 1-8, 4-35, 4-37, 6-71 

 Decay, wave (see Wave decay) 



Deep water, 1-3, 1-5, 2-9, 2-15, 2-18, 2-20, 2-24 thru 

 2-28, 2-30 thru 2-32, 2-35, 2-37, 2-60, 2-62 thru 

 2-64, 2-66. 2-68, 2-70, 2-71, 2-74, 2-129, 3-11. 

 3-15, 3-18, 3-24, 3-39, 3-55, 3-77, 3-101, 4-29, 

 4-30, 4-95, 4-105, 4-107, 4-123, 4-124, 4-129, 6-92, 

 7-1, 7-2, 7-13, 7-15, 7-33, 7-63. 7-117. 7-119 thru 

 7-126. 7-157. 7-164, 7-167. 7-183. 8-26, 8-33. 8-34, 

 C-3, C-35 

 significant wave height, 3-49, 3-50, 3-83 thru 3-86. 

 3-101. 3-105. 3-107, 4-85, 4-93, 4-99, 7-1. 7-15. 

 7-59. 7-242 

 wave, 2-10, 2-11, 2-17, 2-66, 3-2, 3-21, 3-24, 3-45, 

 3-46. 3-55 thru 3-66. 4-36. 4-46. 4-85. 4-94. 

 7-3. 7-7. 7-11. 7-14, 7-89, 7-110, 7-146, 8-26, 

 8-33, 8-36, 8-44, 8-85, 8-87 thru 8-89 

 forecasting equation, 3-48 



height, 2-20, 2-64, 2-130, 2-135. 3-104. 3-107, 

 4-102, 7-5, 7-11, 7-13, 7-14, 7-16, 7-33. 7-35. 

 7-44. 7-54. 8-33 

 length. 2-130. 7-4. 7-93. 7-94. 8-34. C-3. C-30 

 prediction. 3-44. 3-49. 3-50, 3-66 

 Deflation, 1-16, 4-5, 4-124, 4-127, 4-128, 5-9 

 plain. 4-108, 4-109, 4-112 



Del Mar, California, 4-10, 4-142 



Delaware Bay, 4-140, 8-1, 8-7 thru 8-9, 8-12 thru 8-14, 



8-17, 8-21, 8-22, 8-25, 8-26. 8-31. 8-32, 8-74 

 Del ray Beach, Florida, 6-25 



Density (see also Energy density; Mass density), 2-6, 

 3-6. 3-33. 3-121, 4-18, 4-50, 7-127, 7-236, 7-237 

 currents, 4-49, 4-164 

 Design, 7-149, 7-232. 8-1 

 analysis. 5-73, 5-74, 7-3 

 breaking wave, 7-11, 7-13, 7-187 



height, 7-4, 7-8 thru 7-10, 7-13, 7-14, 7-204 

 hurricane, 8-7 



practices (see Construction design practices) 

 profile, 6-26 



storm, 3-115, 3-126, 3-127 

 water level, 3-123, 3-126, 7-2, 7-3, 7-15. 7-16. 



7-247. 7-260, 8-12 

 wave, 3-104, 5-5, 5-58. 6-83, 7-3. 7-4. 7-9. 7-14. 



7-15. 7-17, 7-33, 7-35, 7-37, 7-105, 7-106, 7-112, 

 7-127, 7-129, 7-133, 7-140, 7-146, 7-149, 7-150, 

 7-152 thru 7-155, 7-173, 7-203, 7-208, 7-212, 7-243, 

 8-46, 8-47 

 conditions. 7-3, 7-16, 7-202 thru 7-204. 7-211. 8-25 

 height, 7-3, 7-4, 7-15, 7-118, 7-127, 7-133, 7-146, 

 7-203, 7-205, 7-207, 7-208, 7-211, 7-212, 7-237, 

 7-242. 7-243. 7-246. 7-247. 7-249. 8-46. 8-49 

 period. 5-5. 7-3, 7-127. 7-133. 7-146 

 Destin. Florida, 4-37 

 Diablo Canyon, California, 7-226 



Diffraction coefficient (see also Wave diffraction), 

 2-77, 2-92 thru 2-98, 2-105 thru 2-107, 2-110, 7-89, 

 7-93, 7-94, 7-99 

 Dispersive 

 medium, 2-25 

 wave, 2-25, 2-56 

 Diurnal tide, 3-89, 3-92 

 Divergence, 2-74 

 Doheny 



Beach State Park, California, 6-79, 6-81 

 Street Beach, California, 6-25 

 Dolos, 6-86, 6-88, 7-75, 7-206, 7-209 thru 7-212, 7-215 

 thru 7-217, 7-221, 7-225, 7-226. 7-231, 7-234. 7-236 

 thru 7-239 

 Drag 

 coefficient (see also Steady flow drag coefficient), 

 3-30, 7-101, 7-103, 7-133, 7-136 thru 7-139, 7-144. 

 7-149 

 forces. 7-106. 7-109. 7-116. 7-132. 7-133, 7-136. 

 7-138. 7-145. 7-146. 7-155. 7-157 

 Drakes Bay. California, 4-145 



Dredges (see also Floating dredges; Hopper dredges; 

 Pipeline dredges; Split-hull dredges), 5-32, 5-33, 

 6-14, 6-31, 6-36 

 Dredging (see also Land-based vehicles; Side-cast 

 dredging), 1-17, 1-24, 1-26, 4-105. 4-117. 4-119. 

 4-124, 4-127 thru 4-129, 4-134, 4-176, 4-177, 4-179, 

 4-180, 5-28, 5-30, 5-31. 5-58, 5-73, 5-74, 6-30, 

 6-35, 6-36, 6-54, 6-72 thru 6-75 

 plant (see also Land-based dredging plant), 5-19, 5-30 

 discharge line, 5-31, 5-33 

 Drift, littoral (see Littoral drift) 

 Drum Inlet, North Carolina, 4-120, 4-121, 4-143, 4-153, 



4-177 

 Duck, North Carolina, 4-77, 4-80, 4-81 

 Dune (see also Foredune) , 1-8 thru 1-13, 1-16, 1-17, 

 1-19, 1-21, 1-25, 1-26, 3-71, 3-105, 3-106, 4-1, 

 4-5. 4-27. 4-44. 4-46, 4-76, 4-78, 4-83, 4-108, 

 4-110, 4-117, 4-118, 4-120, 4-127, 4-128, 5-24 thru 

 5-27, 6-1, 6-26, 6-37 thru 6-43, 6-48 thru 6-53 

 construction, 5-26, 6-43, 6-53 

 using 



sand fencing, 4-110. 6-38. 6-39 

 vegetation. 4-110. 6-43 

 formation. 4-5. 6-38. 6-48 



D-4 



