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Technical Report H

, Volume 68, Issue 3
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U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1968 - Hydraulics

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Common terms and phrases

Armor Layers armor units ATTN 1 ATTN ATTN Engineering Division ATTN Library bottom seaward breaking and nonbreaking breaking-wave data obtained Breakwater Side Slope Breakwater slope breakwaters subjected Chief of Engineers Cover Layers Beach curves d/L increases d/L values greater d/L values less data in plates Division 1 ATTN Engineer Waterways Experiment flattening the breakwater ft h/l hindcasted incident wave increased as d/L Layers Beach Slope Limiting Breaking Waves limiting clapotis limiting heights limiting progressive wave limiting wave steepness nonbreaking waves nonbreaking-wave data o.i+o Quarrystone Cover Layers random-placed reflection coefficient relative depth d/L rubble-mound breakwaters S3AVM sec d/L shape of armor show limiting breaking shown in table Side Slope 1:3 structure test results Tetrapod Tribar Cover Layers U. S. Army Engineer values of d/L versus relative depth Vicksburg water depth Waterways Experiment Station wave heights wave period waves for d/L Waves on Quarrystone WAVES ON RUBBLE-MOUND Waves on Tribar

Bibliographic information

QR code for Technical Report H
TitleTechnical Report H, Volume 68, Issue 3
Technical Report H, U.S. Army Engineer Waterways Experiment Station
ContributorsU.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory (U.S.)
PublisherU.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1968
Original fromthe University of California
DigitizedJan 29, 2010
  
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