Search Images Maps Play YouTube News Gmail Drive More »
My library | Help | Advanced Book Search | Web History | Sign in

Books

Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves

Front Cover
0 Reviews
Department of the Army, Waterways Experiment Station, 1988 - Breakwaters - 31 pages

From inside the book

 

4 pages matching Stability coefficient versus in this book

Where's the rest of this book?

What people are saying - Write a review

We haven't found any reviews in the usual places.

Related books

Annual report of the Chief of Engineers on Civil Works Activities
Annual report of the Chief of Engineers on Civil Works Activities, Volume 1
United States. Army. Corps of Engineers. Civil Works Directorate
Snippet view - 1968
Stability of dolos overlays for rehabilitation of tribar-armored rubble ...
Stability of dolos overlays for rehabilitation of tribar-armored rubble ...
Robert D. Carver,Brenda J. Wright,United States. Army. Corps of Engineers,U.S. Army Engineer Waterways Experiment Station,Repair, Evaluation, Maintenance, and Rehabilitation Research Program
Snippet view - 1988
Stability of toe berm armor stone and toe buttressing stone on rubble-mound ...
Stability of toe berm armor stone and toe buttressing stone on rubble-mound ...
Dennis G. Markle,U.S. Army Engineer Waterways Experiment Station,Coastal Engineering Research Center (U.S.),United States. Army. Corps of Engineers,Repair, Evaluation, Maintenance, and Rehabilitation Research Program
Snippet view - 1989
All related books »

Common terms and phrases

acceptable option armor units Army Engineer Waterways attack of 1.37-sec breaking wave breakwater slope Breakwater Trunks Subjected Breakwaters and Jetties Carver CERC coefficient versus relative Cover Layers d/L and H/d d/L and higher dolos and tribar dolos armor Photo downslope End view Engineer Waterways Experiment existing armor stone flume HQUSACE insensitive to d/L jetty trunks subjected kilograms Kinematic viscosity LEGEND SYMBOL ARMOR lV-on-1.5H structure slope lV-on-2H sea-side structure lV-on-2H slope lV-on-2H structure slope minimum stability occurring pounds mass relative depth d/L relative wave height Sea-side slopes sea-side structure slope Sea-side view SECURITY CLASSIFICATION Stability coefficient versus stability scale effects stability test stone weight Stone-Armored Rubble-Mound Breakwater Subjected to Breaking Subjected to Nonbreaking SYMBOL ARMOR TYPE Technical Report test results test sections TOE BUTTRESSING STONE tribar overlays tribar weights Unclassified uniformly placed tribars values of H/d Vicksburg view after attack Waterways Experiment Station wave attack wave height H/d ZIP Code

References from web pages

Repair, Evaluation, Maintenance, and Rehabilitation Research ...
Stability of Dolos and Tribar Overlays for Rehabilitation of Stone-Armored Rubble-Mound Breakwater and Jetty Trunks Subjected to Breaking Waves. ...
stinet.dtic.mil/ oai/ oai?verb=getRecord& metadataPrefix=html& identifier=ADA192487

Bibliographic information

QR code for Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves
TitleStability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves
Technical report (U.S. Army Engineer Waterways Experiment Station)
Volume 4 of Technical report REMR, United States Dept. of the Army
AuthorsRobert D. Carver, Brenda J. Wright, United States. Army. Corps of Engineers, U.S. Army Engineer Waterways Experiment Station, Repair, Evaluation, Maintenance, and Rehabilitation Research Program
PublisherDepartment of the Army, Waterways Experiment Station, 1988
Original fromthe University of Virginia
DigitizedNov 14, 2007
Length31 pages
SubjectsBreakwaters
Jetties
Rubble-mound breakwaters
Water waves
  
Export CitationBiBTeX EndNote RefMan