Experimental study of local scour around truncated piles in oscillatory flow

Hongwei An, Liang Cheng, Ming Zhao, Yanna Zheng

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

1 Citation (Scopus)

Abstract

The paper presents an experimental study of local scour around truncated vertical piles subject to oscillatory flow. The experiments were conducted with six height-to-diameter ratios (h/D =0.25~3.5) and three KC numbers (33, 52 and 80). The development of scour depth around the pile was reported. It was found that the effect of h/D on the scour depth reduces with increasing KC, and h/D does not affect the finial scour depth anymore when h/D _ 2.5. For the three KC numbers tested here, the scour time scale reduces with the increase of h/D when h/D _ 0.5. The finial scour profiles were scanned through a three-dimensional scanner. The slope angle of the scour hole was extracted from the three-dimensional scan.
Original languageEnglish
Title of host publicationProceedings of the Twenty-fifth International Ocean and Polar Engineering Conference (ISOPE 2015), Kona, Big Island, Hawaii, USA, June 21-26, 2015
PublisherInternational Society of Offshore and Polar Engineers
Pages430-437
Number of pages8
ISBN (Print)9781880653890
Publication statusPublished - 2015
EventInternational Offshore and Polar Engineering Conference -
Duration: 21 Jun 2015 → …

Publication series

Name
ISSN (Print)1098-6189

Conference

ConferenceInternational Offshore and Polar Engineering Conference
Period21/06/15 → …

Keywords

  • piling (civil engineering)
  • scour (hydraulic engineering)

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