Analysis of Cross-shore Movement of Natural Longshore Bars and Material Placed to Create Longshore Bars |
Contents
PREFACE | 6 |
DATA EMPLOYED IN THIS STUDY | 13 |
Time Periods with Inner Bar Present on Line 62 | 14 |
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Common terms and phrases
accretion Army Engineer Waterways average profile bar and wave bar center bar crest bar mass center bar moved offshore bar properties bar speed bar volume beach nourishment beach profile box-counting breaking waves calculated center of mass change in bar Civil Engineers Coastal Engineering Research criteria cross-shore movement deepwater depth to bar depth to crest displayed dredged material Engineer Waterways Experiment Engineering Research Center fall speed parameter Figure gage H/WT inner bar moved Kriebel Larson and Kraus Line 62 location of bar longshore transport m/day m³/m maximum bar height mean fall speed measurement period median grain modified equilibrium profile nearshore berm NGVD offshore bar movement offshore movement onshore and offshore outer bar placement profile change Profile Elevation profile Line profile shape profile surveys reference profile sand transport seaward significant wave height Silver Strand Society of Civil storms survey lines typical Waterways Experiment Station wave conditions wave properties wave quantities wave steepness