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Probability of exceeding the critical shear stress for sand motion in specific wave and current conditions

Abstract

The study is focusing on the treshold of sand motion under random waves with following current. The analysis is based on some flume experiments realized over a natural sand bed for different flow conditions. The main results comes as a map of the probabnility to exceed the treshold of sand motion, as a function of a wave and a current mobility parameter. These observations are compared to methods predicting the bed shear stress using an equivalent monochromatic wave, and links between the probability of exceeding the critical shear stress for initiation of sand motion and the calculated maximum bed shear stress are found.

Category

Academic lecture

Language

English

Author(s)

Affiliation

  • Norwegian University of Science and Technology
  • SINTEF Ocean / Energi og transport

Presented at

International Conference on Coastal Engineering 2012

Place

Santander

Date

02.07.2012 - 06.07.2012

Organizer

University of Cantabria m.fl.

Year

2012

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