Backfilling of trenches exposed to waves

Publication: Research - peer-reviewConference article – Annual report year: 1997

View graph of relations

This paper treats the numerical prediction of initial and long-term morphology of small pipeline trenches. For this purpose a refined flow and sediment transport description is applied such that the entire mathematical problem is formulated and solved on a curvilinear grid using a k - ε turbulence-closure. The backfilling process of trenches exposed to either waves or a steady current is of importance in relation to the implementation of pipelines in the marine environment. With respect to the sedimentation of trenches, the non-dimensional Trench-Keulegan-Carpenter number, KC = a/L, where a is the excursion length of a particle in waves and L the trench length, is investigated in detail, and an optimal KC-number for the backfilling rate is found. Coherent structures in the non-uniform unsteady trench-flow are shown to dominate the deposition rate when present. The importance of a detailed description of the flow is further justified by comparing predictions of a very simple flow-model neglecting convective terms with the sophisticated flow-model.
Original languageEnglish
JournalProceedings of the Coastal Engineering Conference
Publication date1997
Volume3
Pages3231-3243
ISSN0893-8717
StatePublished

Conference

Conference25th International Conference on Coastal Engineering
Number25
CountryUnited States
CityOrlando, FL
Period02/09/9606/09/96
Internet addresshttp://www.coastal.udel.edu/icce96.html
Download as:
Download as PDF
Select render style:
APAAuthorCBEHarvardMLAStandardVancouverShortLong
PDF
Download as HTML
Select render style:
APAAuthorCBEHarvardMLAStandardVancouverShortLong
HTML
Download as Word
Select render style:
APAAuthorCBEHarvardMLAStandardVancouverShortLong
Word

ID: 5511921