U. S. Rubber Co. Research Center 

 sand-moving device CERC MP 3-67 



Uncontrol led I niet 



beach processes BEB TM 94 



Vegetation, Plantings 

 dune stabi I ization 



BEB TM 101; CERC TM 22 



Velocity Prof i le 



bottom-stress law BEB TM 93 



Vertical Faces 



breakwater design CERC R. 2-65 

 height of seawa I I s 



BEB Bui I. V. 6, #2 



Vertical Pil ing CERC TM 13 



Virginia Beach, Virginia 



artificial beach BEB TM I 13 

 changes in beach profile 



CERC MP 6-64 

 immersed sand, dynamic properties 



CERC TM 9 

 longshore bar-trough systems 



CERC MP 6-64 

 sediment analysis CERC TM 16 

 tidal effects CERC TM 7 

 tidal and nontidal currents 



CERC TM 5 

 velocity of longshore currents 



CERC TM 7 

 wave characteristics CERC TM 7 

 wave refraction CERC TMs 6, 17 



Waikiki Beach, Hawaii 



erosion study BEB Bull. v. 2, #2 



Water Surface Roughness 



laboratory study BEB TM 74 



Watershed Geology 



BEB TM 135 



Waukegan, Illinois (Lake Michigan) 

 sand samp I i ng 



BEB TM 90 



Wave: 



breaking and reflection 



BEB Bui I . V. 5, #2; 7, #2 

 Cnoidal, limiting heights 



BEB TM 133 

 decay BEB TM 73 

 d if fraction 



BEB Bui I. V. 3, #4; 4, #1 , 2 

 BEB Bui 1. V. 5, #5; TM 99 

 d irect ion 



BEB Bui I . V. 4, #2; 5, #2 

 direction gage 



BEB TM 18; CERC R. 1-66 

 energy CERC TM 18 

 heights and periods 



BEB Bui I . V. 5, #3 

 CERC TMs 4, 6 

 generation (see Wave Generation) 

 hindcasting (see Wave Forecasting, 



Wave and Lake Level Statistics) 

 inland reservoirs BEB TM 132 

 orthogona I s 



BEB Bui I . V. 6, #\; 1 , #3 

 CERC TMs 6, 17 

 periods BEB TMs 53, 72, 74 

 propagation (see Wave Propagation) 

 refraction (see Wave Refraction) 

 shoal ing BEB TMs 63, 104 

 short-crested BEB TMs 8 1 , 125 

 solitary, limiting heights 

 BEB TM 133 



Wave Forces 



diffraction theory BEB TM 69 

 drag and mass coefficients 



CERC TM 24 

 effect on model piles 



BEB TMs 71 , III 

 littoral transport BEB TM 22 

 longshore currents CERC TM 13 

 shock pressures BEB TM 59 

 sloping beach BEB TM 106 

 thirty- inch piles CERC TM 15 



Wave Forecasting 



Automatic Data Processing 



BEB TMs 56, 57, 58 

 breakers and surf 



BEB Bui I . V. 3, #4 

 deepwater wave forecasts 



BEB Bui I . V. 7, #4 

 graphical techniques BEB TM 73 



138 



