SUBJECT INDEX 



Relative depth, 2-9, 2-10, 2-32, 2-112, 2-129, 3-118, 



7-10, 7-62, 7-113 thru 7-116 

 Resonant wave, 2-113 



Revetment (see also Articulated amor unit revetment; 

 Channel revetment stability; Concrete revetment; 

 Interlocking concrete block revetment; Quarrystone 

 revetment; Riprap revetment), 1-19 thru 1-21, 2-112, 

 2-116, 2-119, 2-121, 4-76, 5-2 thru 5-4, 6-1, 6-6, 

 6-14, 6-92, 7-100, 7-207, 7-212, 7-233, 7-237, 7-240, 

 7-241, 7-246 thru 7-252, 8-47, 8-69, 8-71 

 Reynolds number, 4-14, 7-101, 7-137 thru 7-139. 



7-141, 7-143, 7-144, 7-149, 7-158, 7-208, 7-209 

 Ridge-and-runnel , 4-82, 4-84, 4-148 

 Rigid 

 structures, 7-3, 7-133, 7-136 

 revetment (see Concrete revetment) 

 Rincon 



Beach, California, 4-10 

 Island, California, 7-226 

 Rip currents, 1-7, 4-4, 4-49, 4-50, 4-52, 4-66, 



5-37, 5-38, 5-54 

 Ripple, 1-4, 3-93, 4-48, 4-49, 4-58 thru 4-60, 



4-62, 4-66, 4-72, 4-147 

 Riprap, 7-26, 7-30, 7-33, 7-34, 7-49, 7-73, 7-75, 

 7-205, 7-207, 7-229, 7-234, 7-237, 7-240, 7-247, 

 7-249 thru 7-251, 7-254, 7-255 

 revetment, 6-6, 6-14 

 slopes, 7-35, 7-229 

 RIST (see Radioisotopic sand tracing) 

 Rivers (see also specific rivers), 1-3, 1-6, 1-7, 1-15, 

 1-17, 1-25, 3-41, 3-115, 3-122, 4-22, 4-114, 4-115, 

 4-117, 4-127, 4-128, 4-148, 4-166, 5-56, 6-30 

 Rock (see also Beach rock; Unit weight--rock) , 4-23, 

 4-24, 4-136, 4-144, 5-59, 6-1, 6-35, 6-73, 7-207, 

 7-225, 7-227, 7-228, 7-258, 8-58, 8-61, 8-62, 8-67 

 Rockaway Beach, New York, 5-20, 5-22, 6-16, 6-23 thru 



6-25 

 Rogue River, Oregon, 4-37 



Rubble, 6-88, 7-63, 7-100, 7-241 thru 7-244, 7-255 

 foundation, 7-177, 7-178, 7-187, 7-242 thru 7-244 



stability, 7-242 thru 7-244 

 slope, 5-3, 5-4, 7-31, 7-233 



seawall , 5-4 

 structures (see Rubble-nound structure) 

 toe protection, 2-112, 7-242 thru 7-244 

 Rubble-mound, 7-225, 7-227, 7-228 



breakwater, 2-112, 2-117 thru 2-119. 5-59. 5-62. 

 6-72, 6-89, 6-90, 6-92 thru 6-95, 7-16, 7-61. 

 7-73, 7-75, 7-78, 7-79, 7-82, 7-86 thru 7-88. 

 7-90, 7-209, 7-210, 7-216, 7-235 

 construction, 1-24, 5-56, 5-59, 5-61, 5-93 

 foundation, 7-242, 7-246 

 groin, 5-40, 6-82 thru 6-84, 7-204 

 jetty, 6-84 thru 6-86, 6-88, 7-235 

 seawall, 6-5, 6-6, 6-28 

 structure (see also Wave runup--rubble-mound 



structure), 1-20, 6-84, 6-93, 7-3, 7-4, 7-18, 

 7-100, 7-200, 7-202 thru 7-204, 7-208 thru 7-210, 

 7-213, 7-214, 7-225, 7-229, 7-231, 7-233, 7-235, 

 7-236, 7-240 thru 7-242, 7-245, 8-59 

 cross-section example, 6-89, 6-90, 7-227, 7-228, 



8-48 

 design (see also Armor units weight; Bedding layer; 

 Concrete cap; Cover layer; Filter blanket; Layer 

 coefficient; Underlayer), 7-202, 7-203, 7-225. 

 7-229, 7-231, 7-232 

 core volume, 8-65, 8-74 



economic evaluation, 8-46. 8-65, 8-67 thru 8-73 

 layer volumes, 8-60 thru 8-66. 8-73. 8-74 

 ninber of armor units, 7-236, 7-237, 8-59, 8-73 

 stability, 7-202 

 Rudee Inlet, Virginia Beach, Virginia, 5-31, 6-54, 



6-56, 6-59, 6-60 

 Runup, wave (see Wave runup) 



Sabellariid worms, 4-23 



Safety factor, 7-136, 7-146, 7-149, 7-210, 8-84 



Sainflou Method, 7-161 



St. 



Augustine Beach, Florida, 6-75 

 Lucie Inlet, Florida, 4-176 

 Marks, Florida, 4-35 



Mary's River, Florida, 4-167, 4-172, 4-173 

 Petersburg, Florida, 3-117 

 Thomas, Virgin Islands, 7-226 

 Salina Cruz, Mexico, 6-54 

 Salinity currents, 4-166, 5-57 

 Saltation, 6-38 



Sampling sediment (see Sediment sampling) 

 San 

 Buenaventure State Beach, California, 6-25 

 Clemente, California, 4-37 

 Diego, California, 1-3, 3-118 

 Francisco, California, 3-91, 3-118, 6-3 

 Onofre, California, 4-10 

 Simeon, California, 4-37 

 Sand (see also Borrow areas; Littoral material; Specific 

 gravity— sand), 1-7, 1-8, 1-10, 1-13 thru 1-16, 1-19, 

 1-23 thru 1-26, 4-5, 4-6, 4-12, 4-13, 4-17, 4-18, 

 4-21, 4-22, 4-24, 4-26 thru 4-29, 4-43 thru 4-45, 

 4-55, 4-57, 4-59, 4-60, 4-65, 4-66, 4-70 thru 4-74, 

 4-76, 4-80, 4-82, 4-83, 4-90, 4-108, 4-110, 4-113, 

 4-115, 4-117 thru 4-121, 4-124, 4-128 thru 4-130, 

 4-134, 4-136, 4-137, 4-139, 4-144, 4-147, 4-148, 

 4-173 thru 4-177, 4-180, 4-181, 5-6 thru 5-9, 5-11 

 thru 5-13, 5-15, 5-19, 5-24, 5-28 thru 5-31, 5-33, 

 5-35, 5-37, 5-40, 5-41, 5-43, 5-52, 5-53, 5-55, 

 5-64, 6-16, 6-26, 6-28, 6-30, 6-31, 6-37 thru 6-44, 

 6-51 thru 6-55, 6-61, 6-64, 6-73, 6-74, 6-83, 6-93, 

 7-1, 7-241, 7-247, 7-258, 7-260, 8-76, 8-81 thru 

 8-83, 8-91, 8-92 

 budget (see also Sediment budget), 1-1, 4-6, 4-114, 



4-126, 4-128, 4-130 thru 4-133 

 bypassing, 1-17, 1-24, 4-134, 4-167, 5-24, 5-26, 

 5-28, 5-30, 5-31, 5-34, 5-37, 5-53, 5-58, 5-60, 

 6-1, 6-53, 6-54, 6-56, 6-59, 6-61 thru 6-75 

 plants (see Fixed bypassing plant; Floating 



bypassing plant) 

 land-based vehicles (see Land-based vehicles) 

 legal aspects, 5-33, 5-34 

 mechanical. 1-26. 5-28, 5-30, 6-54 

 methods. 6-54 

 composition. 1-7, 4-21 

 conservation, 1-25, 1-26 

 dune (see Dune) 

 fence (see also Dune construction using sand fencing), 



5-26, 6-38, 6-42 thru 6-44, 6-49, 6-50 

 heavy minerals (see Heavy minerals) 

 Hill Cove Beach, Narragansett, Rhode Island, 6-25 

 impoundment, 1-23, 1-24, 4-5, 4-6, 4-174, 5-26 thru 

 5-29, 6-40, 6-43, 6-47 thru 6-49, 6-51, 6-53, 6-55, 

 6-59, 6-62, 6-63, 6-72, 6-73 

 motion (see Sediment motion) 



movement (see also Littoral transport; Longshore 

 transport; Sediment transport), 1-14 thru 1-16. 

 1-23. 1-24, 1-26, 4-5, 4-23, 4-45, 4-66, 4-70, 

 4-104, 4-108, 4-114, 4-119, 4-120, 4-124, 4-126, 

 4-128, 4-144, 4-149, 4-150, 4-172, 4-180, 5-8, 

 5-26, 5-30, 5-35, 5-37, 5-61, 5-63, 6-37, 6-51. 

 7-242, 8-90 

 deflation (see Deflation) 

 saltation (see Saltation) 

 surface creep, 6-38 

 suspension, 6-38 



D-12 



