SUBJECT INDEX 



Shore, 1-2 thru 1-4, 1-6, 1-7, 1-9, 1-13 thru 1-15, 

 1-19, 1-23 thru 1-25, 3-1, 3-4, 3-3(1, 3-51, 3-81, 

 3-99, 3-101, 3-102, 4-66, 4-89, 4-117, 4-147, 

 4-181, 5-2, 5-3, 5-6 thru 5-8, 5-10, 5-23, 5-28, 

 5-32, 5-39, 5-40, 5-44, 5-45, 5-52, 5-55, 5-56, 

 5-58, 5-60 thru 5-62, 5-64, 5-66, 5-67, 5-71, 5-74 

 alinement (see Beach alinenent) 

 connected breakwater, 1-23, 5-29, 5-30, 5-68 thru 

 5-60, 6-55, 6-61, 6-88 

 types, 5-59, 6-88 

 protection (see also Beach protection), 1-1, 1-3, 

 1-15, 1-22, 2-1, 2-2, 5-2, 5-6, 5-7, 5-62, 5-64, 

 5-74, 6-6, 6-93, 7-16 

 Shoreface (see also Beach face), 1-2, 2-1, 4-67, 4-71 



thru 4-73, 4-75, 5-9, 6-84 

 Shoreline, 1-2 thru 1-4, 1-7, 1-13, 1-15, 2-27, 2-71, 

 2-73, 2-126, 2-127, 2-136, 3-42, 3-99, 3-106, 

 3-119, 3-120, 3-123, 4-1, 4-3, 4-8, 4-23, 4-50, 

 4-53, 4-54, 4-57, 4-65, 4-75, 4-80, 4-82, 4-85, 

 4-89, 4-92, 4-94, 4-95, 4-113, 4-114, 4-134, 4-140, 

 4-142, 4-147, 4-148, 4-152, 4-154, 4-157, 4-167, 

 4-168, 4-170, 4-171, 4-173, 4-175, 4-180, 5-2 thru 

 5-4, 5-7, 5-22 thru 5-24, 5-26, 5-34 thru 5-44, 

 5-46, 5-53, 5-58 thru 5-63, 5-65 thru 5-67, 5-69, 

 6-71, 5-73, 6-27, 6-80, 6-93, 6-95, 7-2, 7-89, 

 7-195, 8-1, 8-26, 8-33, 8-34, 8-85, 8-90, A-48, 

 C-35 

 erosion, 1-10, 1-13, 1-15 thru 1-17, 4-5 thru 4-7, 

 4-9, 4-114, 4-117, 4-173 

 Side-cast dredging, 6-76 

 Sieve analysis, 4-17, 4-27, 4-28, 5-10 

 Significant wave, 3-2, 3-11, 3-71, 3-87, 3-104, 

 4-69, 7-14, 7-41, 7-59, 7-61, 8-36 

 height (see also Deep water significant wave 

 height), 3-2, 3-6, 3-10, 3-21, 3-22, 3-39, 3-43, 

 3-52, 3-70, 3-71, 3-75, 3-77, 3-85, 3-87, 3-102, 

 3-104, 4-31, 4-37, 4-40, 4-41, 4-73, 4-74, 4-93, 

 4-94, 7-2, 7-3, 7-14, 7-41, 7-59, 7-67, 7-69, 

 7-72, 7-80, 7-93, 7-94, 7-99, 7-208, 7-245, 8-18, 

 8-25, 8-38 thru 8-41, 8-44, 8-45 

 period, 3-2, 3-6, 3-52, 3-77, 3-81, 3-84, 3-87, 

 7-1, 7-2, 7-67, 7-93, 7-94. 8-18, 8-38 thru 

 8-41 

 Silt, 1-7, 4-12, 4-13, 4-17, 4-21, 4-22, 4-71, 



4-115, 7-258 

 Simple 



harmonic wave (see Sinusoidal wave) 

 wave, 2-2, 2-3 

 Sinks (see also Line sinks; Littoral material sinks; 

 Point sinks), 4-60, 4-114, 4-126, 4-129, 4-131, 

 4-132 

 Sinusoidal wave, 2-3, 2-6, 2-8, 2-10, 2-24, 3-5, 3-11, 



3-18 

 Sitka, Alaska, 3-118 

 Siuslaw River, Oregon, 3-92 

 Size 

 analysis, 4-27, 4-28 



classification, sediment (see Soil classification) 

 Skagway, Alaska, 3-118 



Skewness (see also Moments), 4-15, 4-17, 5-12 

 Sliding, 7-254, 8-81, 8-84 



Slopes (see also Beach fill slopes; Beach slopes; 

 Bottom slopes; Composite slopes; Foreshore slopes; 

 Hypothetical slopes; Impenmeable slopes; Nearshore 

 slopes; Offshore slopes; Quarrystone slopes; Rip- 

 rap slopes; Rubble slope; Structure slope), 2-59, 

 2-67, 2-74, 2-116 thru 2-118, 3-99, 3-102, 3-107 

 thru 3-109, 3-119, 4-44, 4-65, 4-85 thru 4-88, 5-6, 

 5-9, 5-21, 5-22, 5-37, 5-40, 5-45, 5-49, 5-50, 5-67, 

 6-32, 6-46, 6-88, 7-4, 7-6, 7-8, 7-9, 7-18 thru 

 7-21, 7-24 thru 7-38, 7-40, 7-43, 7-44, 7-54, 7-56, 

 7-59, 7-63, 7-72, 7-82, 7-84, 7-183, 7-187, 7-202 

 thru 7-206, 7-210, 7-211, 7-235 thru 7-239, 7-241, 

 7-245 thru 7-247, 7-251, 7-257, 7-260, C-35, C-43 



Small Amplitude Wave Theory, 2-2, 2-4, 2-6, 2-7, 4-46, 



4-48, 4-65, 4-67, 4-68, 4-73, 4-92, 4-94, 4-105 

 Soil (see also Cohesionless soil; Cohesive soil; Founda- 

 tion soil; Unit weight--soil ) , 5-6, 6-97, 7-240, 

 7-241, 7-245, 7-248, 7-249, 7-256 thru 7-258, 7-260, 

 8-85 

 bearing pressure, 8-75, 8-81, 8-84, 8-85 

 classification (see also Casagrande size classifica- 

 tion; Unified soil classification; Wentworth size 

 classification), 4-13, A-41 

 mechanics, 4-18, 6-84, 7-256 

 Solitary wave, 2-4, 2-45, 2-49, 2-56 thru 2-59, 

 7-16 

 theory, 2-2, 2-3, 2-33, 2-44, 2-49, 2-55, 2-58, 

 2-130, 3-101, 4-94, 4-95, 7-117 

 Solomons Island, Maryland, 3-116, 3-124, 3-125 

 South Lake Worth Inlet, Florida, 4-144, 6-54, 6-57 

 Southampton, New York, 4-37 

 Southport, North Carolina, 3-117, 3-124, 3-125 

 Specific 

 energy (see Energy density) 



gravity (see also Mass density; Unit weight), 4-18, 

 4-21, 4-22, 4-86, 6-97, 7-205, 7-207, 7-242, 7-243 

 littoral material, 4-17, 4-18 

 sand, 4-18 

 Speed, wind (see Wind speed) 

 Spillway, sand (see Sand spillway) 

 Spits (see also Cuspate spit), 1-8, 4-57, 4-90, 

 4-112, 4-121, 4-123, 4-129, 4-130, 4-132, 4-147, 

 6-74 

 Split-hull 

 barge, 6-75, 6-76 

 dredges, 1-26 

 Spring tides, 4-45, 4-80, 4-152, 8-12 

 Spuyten Duyvil, New York, 3-124, 3-125 

 Stability (see also Beach stability; Caisson stability; 

 Channel revetment stability; Cover layer stability; 

 Dune stabilization; Foundation stability; Inlet 

 stabilization; Jetty stabilization; Rubble foundation 

 stability; Rubble-mound structure stability; Struc- 

 tural stability; Toe stability), 3-25, 3-26, 3-30, 

 3-32, 3-33, 3-35. 3-52, 4-6, 4-112, 4-133, 5-6, 5-8, 

 5-10, 6-1, 6-13, 6-31, 6-83, 6-88. 6-92, 6-93, 7-200, 

 7-204, 7-206, 7-210, 7-215, 7-235, 7-236, 7-239, 

 7-242, 7-245, 7-247 thru 7-249, 7-254, 8-79 

 coefficient, 7-205, 7-207, 7-215, 7-225, 7-239, 



8-49, 8-50 

 number, 7-207, 7-243, 7-244 

 Stabit, 7-216 

 Standard 

 deviation (see also Moments), 3-11, 3-14, 3-15, 3-17, 

 4-14, 4-15, 4-17, 4-40, 4-77, 5-10, 6-26. 7-2, 

 7-145, 8-91 

 Project 



Hurricane, 3-126, 4-42 

 Northeaster, 3-126 

 Standing wave (see also Clapotis; Seiche), 2-3, 2-75, 

 2-113, 2-114, 3-89, 3-96 thru 3-98, 7-161 

 antinode (see Antinode) 

 node (see Node) 

 Staten Island, New York, 4-136, 4-139 

 Steady flow drag coefficient, 7-139 

 Steel, 1-20, 1-23, 1-24, 5-56, 5-59, 6-1, 6-84, 6-88, 

 6-96, 6-98, 7-149 

 groin, 6-76 thru 6-80, 6-84 



sheet-pile, 5-56, 5-59, 5-62, 6-76, 6-80, 6-84, 6-88, 

 6-92, 7-242 

 breakwater (see also Cellular-steel sheet-pile 



breakwater), 6-91, 6-92 

 bulkhead, 6-6, 6-8 

 groin, 6-76, 6-84 

 Steepness, wave (see Wave steepness) 

 Stevensville, Michigan, 4-110 



D-14 



