SUBJECT INDEX 



Beach (Cont) 



face (see also Shoreface) , 1-17, 4-1, 4-6, 4-27, 4-50, 



4-59, 4-76, 4-83, 4-108, 5-9 

 fill (see also Artificial beach nourishment), 1-19, 

 4-12, 4-15, 4-58, 4-60, 4-80, 4-119, 4-121, 4-143, 

 5-4, 5-5, 5-8 thru 5-10, 5-13, 5-15, 5-19 thru 

 5-23, 5-71, 6-15, 6-16, 6-26, 6-28, 6-31, 6-32, 

 6-35, 6-36, 6-95, 8-90 

 erosion, 6-26 

 slopes, 5-21, 5-22 

 grasses (see also American beach grass; European 



beach grass; Panic grasses; Sea oats), 4-5, 4-108, 

 6-38, 6-44, 6-46 thru 6-48, 6-52, 6-53 

 planting summary, 6-47 

 seeding, 6-47 

 transplanting, 6-46 

 Haven, New Jersey, 4-9 



nourishment (see also Artificial beach nourishment), 

 1-16, 1-19, 4-71, 4-173, 4-180, 5-22, 5-24, 5-34, 

 5-39, 5-73, 5-74, 6-14, 6-26, 6-32, 6-75 

 offshore bar (see Offshore bar) 



profile (see also Profile accuracy), 1-2, 1-9, 1-10, 

 1-16, 1-17, 4-1, 4-2, 4-5, 4-6, 4-27, 4-43, 4-45, 

 4-58, 4-60 thru 4-64, 4-76, 4-80, 4-86, 4-89, 4-117, 

 4-143, 4-147, 5-3, 5-4. 5-6, 5-8, 5-19, 5-20, 5-31, 

 5-35, 5-40, 5-43, 5-48 thru 5-51, 5-67, 6-26 

 terms, A-42 

 protection (see also Artificial beach nourishment; 



Beach grasses; Beach nourishment; Beach restoration; 

 Shore protection), 1-8, 1-10, 4-23, 4-119, 6-75 

 vegetation (see Beach grasses; Vegetation) 

 recovery, 1-13, 4-76, 4-78, 4-80, 4-83 

 replenishment, 4-119, 4-127 thru 4-129, 4-134, 



5-6, 5-21, 6-30 

 response, 1-9 thru 1-11, 1-15 



restoration (see also Artificial beach nourishment; 

 Beach nourishment; Dune), 1-19, 1-22, 5-6, 5-7, 5-20, 

 5-23, 6-15, 6-16, 6-25, 6-28, 6-34 

 rock, 4-23, 4-24 

 sediment, 1-7, 1-13, 1-16, 2-60, 4-12, 4-15, 4-23, 



4-27, 4-85, 5-12, 5-13, 5-21, C-38 

 slopes, 1-7 thru 1-9, 1-14, 2-129, 2-130, 2-135, 3-102, 

 3-105, 3-107, 4-44, 4-49, 4-54, 4-83, 4-87, 4-88, 

 5-20, 5-35, 5-49, 5-50, 5-64, 5-67, 5-71, 7-8, 7-194, 

 7-196, 7-197 

 stability, 1-15, 5-56, 6-54 

 storm effects (see Storm attack on beaches) 

 surveys, 4-143 

 Beacon Inn, California, 4-10 

 Beaumont, Texas, 3-112, 3-113 

 Bedding layer, 7-227, 7-228, 7-240 thru 7-242, 7-245, 



7-247 thru 7-249 

 Bedload (see also Suspended load), 4-58, 4-59, 4-65, 



4-66, 4-147 

 Belfast, Maine, 3-92 



Bern (see also Storm berm; Toe berm), 1-2, 1-3, 1-10, 

 1-12, 1-17, 3-100, 4-1, 4-10, 4-21, 4-62, 4-67, 

 4-80, 4-83, 4-108, 4-117, 4-120, 4-148, 5-5, 5-6, 

 5-20 thru 5-22, 5-24 thru 5-26, 5-28, 5-40, 5-41, 

 5-43 thru 5-46, 5-49 thru 5-53, 5-60, 6-26, 6-32, 

 6-39, 6-46, 6-84, 7-35 thru 7-40, 7-247 

 elevation, 1-7, 1-10, 4-76, 4-79, 4-86, 5-8, 5-20, 



5-45 5-50 7-37 

 width, 'l-7, i-10, 5-20 thru 5-22, 5-45, 7-238 

 Biloxi, Mississippi, 4-35 

 Biscayne Bay, Florida, 6-36 

 Boca 

 Grande Inlet, Florida, 4-149 

 Raton, Florida, 4-37 

 Inlet, 6-61 

 Bodie Island, North Carolina, 4-77, 4-79 

 Borrow 

 areas, 4-119, 4-173, 5-10, 5-12, 5-19, 6-14 thru 

 6-16, 6-28, 6-36, 6-75 



Borrow (Cont) 

 material, 5-6, 5-8 thru 5-13, 5-16, 5-17, 5-19, 5-21, 

 6-16, 6-26, 8-90, 8-91 

 selection, 5-8, 5-9 

 Boston, Massachusetts, 3-90, 3-116, 3-124, 3-125, 4-35, 

 4-77 

 Harbor, 4-119 

 Bottom 



friction, 2-2, 2-63, 3-55, 3-66 thru 3-68, 3-70, 3-75, 

 4-29, 4-30, 4-36, 4-124, 7-13, 7-14, 8-90 

 factor, 3-24, 3-67, 3-68 

 profile, 7-2, 8-5, 8-6 

 slopes, 2-6, 2-109, 2-126, 4-85, 7-16, 7-182. 7-237, 



7-250 

 topography, 2-60, 2-62, 2-66, 2-74, 4-29, 4-31. 7-14 

 velocity, 1-10, 4-47, 4-49, 4-67 thru 4-69, 4-73, 5-37 

 Breaker (see Breaking wave) 



Breaking wave (see also Design breaking wave), 1-1, 1-2, 

 1-9, 1-14, 2-37, 2-73, 2-129, 2-130, 2-133, 2-134, 

 3-12, 3-15, 3-99, 3-105, 4-4, 4-49, 4-50, 4-53, 4-55, 

 4-57 thru 4-60, 4-67, 4-100, 4-107, 4-142, 4-143, 

 4-147, 5-3, 5-5, 5-63, 5-65, 6-88, 7-2 thru 7-4, 7-8, 

 7-11, 7-14, 7-17, 7-18, 7-38. 7-40, 7-45 thru 7-53, 

 7-100. 7-117. 7-119 thru 7-126, 7-157 thru 7-161, 

 7-164 thru 7-170, 7-180, 7-182, 7-191, 7-192, 7-198. 

 7-201 thru 7-204. 7-206. 7-207. 7-209. 7-212, 7-238, 

 7-246, 8-35 

 depth, 2-59, 2-130, 5-39, 7-37, 7-193, 7-196 

 forces (see also Minikin), 7-158 thru 7-160, 7-170, 

 7-181, 7-200 

 on piles, 7-100, 7-157 

 on walls, 7-100, 7-180, 7-182, 7-187 

 geometry, 7-5 



height (see also Design breaking wave height), 2-37, 

 2-119, 2-121, 2-130, 2-135, 2-136, 3-15, 3-102, 

 3-104, 4-4, 4-22, 4-51, 4-54, 4-92, 4-98, 4-100, 

 4-104 thru 4-106, 7-4, 7-5, 7-8, 7-9, 7-11, 7-13. 

 7-112, 7-117, 7-118, 7-159, 7-181, 7-183, 7-186, 

 7-187, 7-192, 7-193, 7-204 

 index, 2-130, 2-131, 4-104, 7-7, 7-12 

 types, 1-9, 2-130, 2-133 thru 2-135, 4-49. A-44 

 Breakwater (see also Cellular-steel sheet-pile break- 

 water; Composite breakwater; Concrete caisson break- 

 water; Floating breakwater; Impermeable breakwater; 

 Offshore breakwater; Permeable breakwater; Rubble- 

 mound breakwater; Shore-connected breakwater; Steel 

 sheet-pile breakwater; Stone-asphalt breakwater; 

 Subaerial breakwater; Submerged breakwater). 1-5. 

 1-19. 1-22, 1-23, 2-75, 2-76, 2-90 thru 2-100, 2-109, 

 2-110, 2-115, 2-116, 2-119, 3-110, 5-28, 5-59, 5-64 

 thru 5-72, 6-1, 6-54, 6-59, 6-73, 7-1, 7-3, 7-61, 

 7-62, 7-64, 7-66, 7-67, 7-73 thru 7-75, 7-81 thru 

 7-85, 7-89, 7-92 thru 7-94, 7-100, 7-180. 7-181. 

 7-187. 7-198. 7-203. 7-207, 7-211, 7-225, 7-226, 

 7-229, 7-233, 7-236. 7-238. 7-239. 7-242, 7-246. 

 8-74. 8-75. 8-81 

 gaps. 2-92. 2-93, 2-99 thru 2-103, 2-107, 2-108, 

 5-64, 5-65, 5-67, 5-72, 5-73, 6-95, 7-89, 7-94 

 thru 7-98 

 Harbor, Delaware, 3-116, 3-124, 3-125 

 Brigantine, New Jersey, 4-37 



Broken wave, 1-3, 1-9, 4-59, 7-2, 7-3, 7-16, 7-17, 

 7-100, 7-160, 7-161, 7-170, 7-192, 7-193, 7-195, 

 7-198, 7-200, 7-202, 7-204 

 Broward County, Florida, 6-74 

 Brown Cedar Cut, Texas, 4-167, 4-171 

 Brownsville, Texas, 3-114 

 Brunswick County, North Carolina, 5-15 

 Buffalo Harbor, Lake Michigan, 4-136 

 Bulkhead (see also Cellular-steel sheet-pile bulkhead; 

 Concrete bulkhead; Sheet-pile bulkhead; Steel sheet- 

 pile bulkhead; Timber sheet-pile bulkhead), 1-19 thru 

 1-21, 2-112, 2-126, 5-2 thru 5-4. 6-1, 6-6, 6-7, 6-14, 

 6-56, 6-73, 7-100, 7-198, 7-249, 7-254 



D-2 



