stabilization of Sand Dunes 

 vegetation and plantings 



BEB TM 101; CERC TM 22 



Stable Rock Sizes 

 rock fill d i Res 



BEB Bui I . V. 3, #1 

 modification formula, Iribarren 

 BEB Bui I. V. 5, #1 



Stationary Sand Bypassing Plant 

 Salina Cruz Harbor, Mexico 



BEB Bui I. V. 5, #3; 9, #1 



Steady State Case 



velocity profile & bottom stress 

 BEB TM 93 



Steady State Energy Equation 

 BEB TM 45 



Submarine Canyon 

 I ead I ine sound i ng 



BEB Bull . V. 3, #4 

 Mugu Submarine Canyon BEB TM 19 

 submarine topography BEB TM 19 



Submarine Geology BEB TM 22 



Submarine Sedimentation BEB TM 19 



Submarine Topography 



Mugu Submarine Canyon BEB TM 19 

 Continental Shelf CERC MP 1-66 



Submerged Breakwaters 



effect on wave action BEB TM I 



Surf Characteristics 

 visual observation 



BEB Bull . V. 16 



Steady State Value 



Reynolds Number BEB TM 123 



Steel Sheet Pile Groins 

 (see Groins, steel ) 



Stereoscopic Wave Measurement 

 BEB Bui I. V. 4, #4 



Stokes Theory 



BEB Bul I . V. 8, #4 

 BEB TMs 116, 133 

 CERC TM 3 



Storm Surge 



Storms of March 1962 and 

 November 1963 CERC Bull. v. II 

 wave statistics BEB Bull. v. 12 



Storm Tide 



maximum BEB TM 120, I 20A 



Storm Warning 



coastal CERC Bu I 1 . v. II 



Storms, East Coast 



New Jersey, November 1953 



BEB Bul I . V. 8, #3 

 statistical properties 



BEB TM 24 

 stream transport CERC TM 19 



Surf Conditions 



significant wave height, period 

 and direction BEB TMs 98, 108 



Surf Statistics 



U. S. Coast BEB TM 108 

 Gulf of Mexico BEB TM 98 



Surf Zone 



hydrographic survey 



CERC Bul I . V. i I 

 visual observations 



BEB Bul I . v. 16 



BEB TMs 32, 105 



Surface Gravity Waves 



BEB Bul I . V. 2, 



Surface Stone Size 

 rubb I e mound 



BEB Bul I . V. 7, #1 



Surface Wave Rays CERC TM 17 



Suspended Material Transport 

 CERC R. 4-66 



Suspended Sand Sampler 



Laboratory Tank BEB Bull. v. 10 

 tractor-mounted CERC R. 4-66 



136 



