dc.contributor.author |
Moutzouris, CI |
en |
dc.date.accessioned |
2014-03-01T02:47:52Z |
|
dc.date.available |
2014-03-01T02:47:52Z |
|
dc.date.issued |
1988 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/33392 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0024175846&partnerID=40&md5=dfce32076d53a7f5a2f4066128a658da |
en |
dc.subject.other |
Particle Size Analysis |
en |
dc.subject.other |
Sedimentation--Grain Size and Shape |
en |
dc.subject.other |
Water Waves |
en |
dc.subject.other |
Cross-Shore Grain Size Distribution |
en |
dc.subject.other |
Longshore Currents |
en |
dc.subject.other |
Longshore Sediment Transport |
en |
dc.subject.other |
Sediment Grain Sizes |
en |
dc.subject.other |
Wave Energy |
en |
dc.subject.other |
Flow of Water |
en |
dc.title |
Longshore sediment transport rate vs. cross-shore distribution of sediment grain sizes |
en |
heal.type |
conferenceItem |
en |
heal.publicationDate |
1988 |
en |
heal.abstract |
Existing models for longshore sediment transport rate computations assume the sediment grain size and grain size-related parameters to be uniform in both the cross-shore and longshore directions. Field results from tideless beaches, which are briefly described in the paper, show that the latter change in both directions due to changing wave energy-levels. The sensitivity analysis described in the paper shows that both longshore current and transport rate computations are sensitive to the cross-shore changes in grain size. Finally, a modified linearity coefficient for the wave power equation is proposed based upon the cross-shore distributions of grain size as found in nature. |
en |
heal.publisher |
Publ by ASCE, New York, NY, United States |
en |
heal.journalName |
[No source information available] |
en |
dc.identifier.spage |
1959 |
en |
dc.identifier.epage |
1973 |
en |