APPENDIX D 



SUBJECT INDEX 

 --A-- 



Absecon Inlet, New Jersey 4-90 



Adjustable groins 5-33 



Airy 2-2 



Airy Wave Theory 2-2, 2-4, 2-6, 2-7, 2-34, 4-40 



Akmon (precast armor unit) 7-183 



Algae (coralline) 4-21 



Alongshore transport (see Longshore transport) 



American beach grasses 6-43 



Anaheim Bay, California 4-90, 5-9 



Analysis (sediment) 4-26 



Anchorage, Alaska 3-73 



Angle of internal friction 7-21 1 



Angular frequency 2-9, 3-33 



Antinode 2-115, 3-79, A-1 



Armor units (see also Precast concrete armor units; 

 Rubble-mound structures; Stability coefficient) . 7-169 



concrete 7-180, 8-68, 8-69 



stability coefficient 7-178 



types 7-183 



Backshore 1-3 



dune protection 1-2, 1-4, 5-21 



dunes, protective 1-14, 4-124, 5-21 



Backshore protection 1-2, 1-14, 5-19 



sand dunes 1-2, 1-14, 4-115, 4-124, 5-21 



Baie Comeau, Quebec, Canada 6-93, 6-95 



Ballona Creek, California 5-49 



Bar A-2 



inner bar (inlet) 1-12 



longshore 411, 4-43, 4-56, 4-57, 4-78 



offshore bar (beach) 1-2, 4-78 



outer bar (inlet) 1-12, 5-24 



Bamegat Inlet, New Jersey 4-90 



Barrier 



littoral (see Littoral barrier) 



Barrier beach 1-5, 1-6, 4-1, 4-3 



inlets, effects of 1-12 



Barrier island (see also Barrier beach) 4-1, 4-3, 4-21, '4-111 



deflation plain 4-111, 4-112, 4-113 



Barrow, Alaska 4-38 



Bathystrophic Storm Tide Theory 3-101 



Bay St. Louis, Mississippi 3-109 



Beach (see also Backshore; Dunes) 1-3, A-3 



berm 1-2, 1-3, 1-13, 4-56, 4-78, A-3 



characteristics 1-9 



composition 1-9 



deflation plain 4-111, 4-112, 4-113 



effects of development 1-13 



erosion rate 4-11, 4-115, 5-8 



feeder A-13 



gravel beach (see also Shingle) 1-9 



long-term changes 4-6 



natural protection 1-2 



offshore bar 1-2 



pocket beach 4-1, 4-3 



profile (see also Beach profile) .1-3, 4-1, 4-2, 4-6, 4-54, 

 4-55, 4-56, 4-70, 4-147, A-45 



B 



Armor units-Continued 



unit weight 7-179 



Artificial beach nourishment (see also Protective beach) 



1-18, 5-7, 6-16, 8-129 



beach fill slope 5-20 



borrow areas 6-16, 6-32 



borrow material selection 5-8, 6-28,6-32, 8-129, 



8-130, 8-131 



critical ratio 5-10, 6-17 



erosion 6-28 



profile stabilization 6-28, 6-29 



Asbury Park, New Jersey 4-90, 6-83 



Asphalt groin 6-83 



Astronomical tides 3-69, 3-70, 3-71 



water level statistics 3-74, 8-18, 8-19, 8-20 



Atlantic Beach, North Carolina 4-90 



Adantic City, New Jersey . . .1-13, 4-12, 4-17, 4-34, 4-36, 



4-70, 4-72 



Avalon, New Jersey 6-9 



Beach— Continued 



profile accuracy 4-57 



profile terms A-45 



protection (see Beach protection) 



protective (see also Protective beach) . . . 1-2, 5-7, 6-16 



borrow material 5-9, 6-16 



borrow material selection 5-9, 6-28, 6-32 



critical ratio 5-10, 6-17 



restoration example 6-16 



shingle 1-9, A-32 



shoreline movement 4-11 



short-terra changes 4-6 



stability 1-13 



storm effects 1-12, 4-37, 4-70, 4-115 



surveying 4-57 



closure error 4-57 



sounding error 4-57 



spacing error 4-57 



temporal variations 4-58 



wave reflection 2-117 



Beach erosion 4-70, 4-115 



Beach face 4-11, 4-71, A-3 



Beach fill (see Artificial beach nourishment) 



Beach grasses 4-5, 6-37, 6-43 



effects of 6-37 



planting summary 6-45 



seeding 6-43 



transplanting 6-43 



Beach Haven, New Jersey 4-8 



Beach profile (see also Beach, Profile) 



deflation plain 4-111, 4-112 



stabilized profile (with groins) 5-39, 5-40, 542 



structure effect prediction 5-5 



Beach protection (see also Protective beach; 

 Shore protection; structure headings) 

 artificial nourishment (see also Artificial beach 



D-l 



