SUBJECT INDEX 



Dune (Cont) 



migration, 4-124, 4-125, 5-24, 5-25 



profile, 6-48, 6-51 



stabilization, 5-24, 5-25, 6-38, 6-43, 6-44 



trapping capacity, 6-41, 6-43, 6-51, 6-53 

 Duration, wind (see Wind duration) 

 Durban, Natal, South Africa, 6-54 

 Dutch 



Harbor, Unalaska Island, Alaska, 3-91, 3-118 



toe, 7-247, 7-248 

 Duval County, Florida, 6-25 

 Dynamic 



forces, 7-161, 7-180, 7-182, 7-187, 7-193. 7-197, 

 7-200 



pressure, 7-193 thru 7-195, 7-200 



E - 



Earth 

 forces (see also Active earth force; Hydrostatic 

 forces; Passive earth force), 6-76, 7-256, 7-259, 

 7-260, 8-83 

 pressure, 8-82 



Earthquakes, 1-7, 2-56, 3-89, 3-92, 3-93, 7-1 



East Pass, Florida, 4-179, 4-180, 6-61, 6-70 



Eastport, Maine, 1-6, 3-116, 3-124, 3-125, 4-35 



Ebb-tidal delta, 4-148 thru 4-152, 4-154, 4-155, 4-157. 

 4-160, 4-167, 4-173, 4-174, 4-177, 4-180 



Echo sounder, 4-62 



Ecological considerations, 5-73 



Eddy shedding (see also Lift forces), 7-132 



Ediz Hook, Port Angeles, Washington, 6-25 



El Segundo, California, 4-91 



Energy (see also Kinetic energy; Longshore energy; 

 Potential energy; Wave energy; Wind energy), 2-5, 

 3-5, 3-11, 3-12, 3-14, 3-15, 3-20, 3-21, 3-79, 5-3. 

 5-65, 5-67, 5-69, 5-71, 7-2. 7-209 

 coefficient, C-4 

 density, 2-26, 3-11, 3-12, 3-14. 4-95, 7-67, 7-89, 



7-93, 7-94, 7-99, 7-209 

 flux (see also Longshore energy flux factor), 2-26 

 thru 2-28, 2-109, 4-54, 4-92, 4-93, 4-96, 4-101, 

 4-147, 5-69, 8-89, 8-90 



Engineering, coastal (see Coastal engineering) 



Englishman Bay, Maine, 3-92 



Environmental considerations, 5-19, 5-74 



Equilibrium geometry, 4-157 



Erosion (see also Beach erosion; Beach fill erosion; 

 Cliff erosion; Longshore transport; Shoreline ero- 

 sion), 1-1, 1-3, 1-7, 1-12 thru 1-17, 1-19 thru 

 1-21, 1-24 thru 1-26, 2-60, 2-126, 4-1, 4-10, 4-44, 

 4-57, 4-60, 4-65, 4-77, 4-78, 4-80, 4-83, 4-85, 

 4-91, 4-113, 4-116 thru 4-118, 4-124, 4-131, 4-172, 

 4-173, 5-2, 5-4 thru 5-7, 5-24, 5-26, 5-28, 5-35. 

 5-43, 5-52, 5-53, 5-55, 5-56, 5-58, 5-60, 5-64, 6-1, 

 6-26, 6-27, 6-32, 6-46, 6-53, 6-54, 6-73, 6-95, 7-233, 

 7-241, 7-242, 7-245 

 rate (see also Beach erosion rate), 1-17, 4-6, 

 4-129, 4-133, 4-147, 5-22, 5-23, 6-51 



Estuary, 1-2, 1-3, 1-7, 1-13, 1-26, 3-1, 3-107, 

 3-109, 3-115, 3-123, 4-5, 4-49, 4-117, 4-148, 4-166. 

 5-57 



Eugene Island, Louisiana, 3-117 



European beach grass, 4-110, 6-44, 6-45, 6-47, 6-52, 6-53 



Evanston, Illinois, 4-91 



Expansion of ice coefficient, 7-254 



Extratropical stonn, 3-11, 3-110, 3-119, 3-123, 3-126 



Extreme events (see also Hurricane; Storm; Tsunami), 

 4-43, 4-44, 4-76, 7-2, 7-3, 7-242, 7-246 



Fall velocity, 4-18 thru 4-21, 4-28, 4-85 



Fan diagrams (see Wave refraction analysis--fan diagrams) 



Father Point, Quebec, 3-95, 3-96 



Feeder beach, 5-8, 5-23, 5-24, 6-72, 6-73 



Feldspar, 4-21, 4-22 



Fernandina, Florida, 3-117 



Beach, 6-5, 6-82 

 Fetch, 1-6, 1-7, 1-13, 3-24, 3-33, 3-35, 3-36, 3-39, 

 3-41 thru 3-44, 3-47, 3-48, 3-51 thru 3-65, 3-67, 

 3-70 thru 3-72, 3-74, 3-76, 3-127, 4-29, 7-17, 

 7-161, 8-12, 8-17 

 delineation, 3-39 

 length, 3-42, 3-49 thru 3-51, 3-66 thru 3-68, 



3-70, 3-71, 3-84, 7-1 

 width, 3-41 

 Filter blanket (see also Bedding layer), 7-229, 7-240 



thru 7-242, 7-245, 7-249 

 Finite 



amplitude wave, 7-142, 7-154, 7-155 



theory (see also Trochoidal Wave Theory; Stokes 

 Theory), 2-2, 2-4, 2-6, 2-7, 2-34, 2-35, 7-108, 

 7-112, 7-137. 7-154 

 element models. 2-109 

 Fire Island Inlet, New York, 4-37, 4-142, 6-25, 



6-61, 6-66 

 First-Order Wave Theory (see Airy Wave Theory) 

 Fixed 

 bypassing plant, 5-31, 6-53, 6-56 thru 6-58, 6-60 

 Lake Worth Inlet, Florida, 6-54, 6-56, 6-58 

 Rundee Inlet, Virginia Beach, Virginia, 6-54, 



6-56, 6-60 

 South Lake Worth Inlet, Florida, 6-54, 6-57 

 groin, 1-24, 5-53 

 Flexible 



revetment (see Articulated armor unit revetment) 

 structures, 6-6, 6-14, 7-3 

 Floating 

 breakwater, 5-59, 6-93 

 bypassing plant, 5-28, 5-30, 6-54, 6-59 



Channel Islands Harbor, California, 6-61, 6-64, 



6-72 

 Hillsboro Inlet, Florida, 6-61, 6-67, 6-74 

 Jupiter Inlet, Florida, 6-59, 6-62, 6-72 

 Masonboro Inlet, North Carolina, 6-61, 6-68, 6-74 

 Perdido Pass, Alabama, 6-61, 6-69, 6-75 

 Ponce de Leon Inlet, Florida, 6-61, 6-71 

 Port Hueneme, California, 6-59, 6-61, 6-72 

 Santa Barbara, California. 6-61, 6-65, 6-73 

 Sebastian Inlet, Florida, 6-63. 6-73 

 dredges, 1-23, 5-30, 5-32, 5-33. 6-14, 6-59, 6-61, 

 6-72, 6-73, 6-93 

 Flood-tidal delta, 4-152. 4-174, 4-177 

 Flourescent tracers, 4-144, 4-146 

 Fluid 

 motion, 2-2, 2-3, 2-15, 4-19, 4-49, 4-58, 7-132, 7-143 

 velocity, 2-12 thru 2-14, 2-45, 2-58, 4-18, 4-67, 

 7-101, 7-138 

 Force (see also Active earth force; Drag forces; Dynamic 

 forces; Earth forces; Eddy shedding; Horizontal 

 forces; Hydrostatic forces; Ice forces; Impact forces; 

 Inertia forces; Lift forces; Passive earth force; 

 Transverse forces; Uplift forces; Velocity forces; 

 Wave forces), 1-4, 1-6, 1-7, 1-19, 1-21, 2-1, 2-60, 

 3-88, 3-89, 3-98, 7-1, 7-3, 7-101, 7-102, 7-105, 

 7-110 thru 7-112, 7-118, 7-128, 7-129, 7-131, 7-138, 

 7-144, 7-149, 7-150, 7-152 thru 7-161, 7-163, 7-170, 

 7-172, 7-173, 7-175 thru 7-178, 7-180 thru 7-182, 

 7-184, 7-186, 7-192, 7-194 thru 7-198, 7-200, 7-202, 

 7-245, 7-253, 7-255 thru 7-257, 7-260, 8-77, 8-80, 

 8-81, 8-83, 8-84 

 calculations, 7-143, 7-144 



D-5 



