Stability of Dolos and Tribar Overlays for Rehabilitation of Stone-armored Rubble-mound Breakwater and Jetty Trunks Subjected to Breaking Waves |
From inside the book
2 pages matching Stability coefficient versus in this book
Where's the rest of this book?
Results 1-2 of 2
Other editions - View all
Common terms and phrases
1V on 2H 1V-on-1.5H structure slope 1V-on-2H structure slope acceptable option armor overlays ARMOR TYPE DOLOS armor units Army Engineer Waterways attack of 1.37-sec BEACH SIDE Photo breaking wave breakwater slope Breakwaters and Jetties Carver CERC Cover Layers CROWN SEA SIDE d/L and H/d d/L and higher Dissimilar Armor dolos and tribar dolos armor downslope End view Engineer Waterways Experiment existing armor stone flume ft² HQUSACE jetty trunks subjected minimum stability occurring pounds mass relative depth d/L relative wave height SEA SIDE Photo sea-side structure slope Sea-side view SEC H SECURITY CLASSIFICATION sensitive to d/L SIDE AFTER TESTING stability coefficient stability test stone weight Stone-Armored Rubble-Mound Breakwater Subjected to Breaking Technical Report test results test sections TESTING SLOPE 1:2.0 tribar armor tribar overlays TRIBAR STABILITY TYPE DOLOS TRIBAR underlayer stone uniformly placed tribars values of H/d Vicksburg view after attack Waterways Experiment Station wave attack ZIP Code