Prediction of sand ripple geometry under waves and currents

Citation
A. Khelifa et Y. Ouellet, Prediction of sand ripple geometry under waves and currents, J WATERW P, 126(1), 2000, pp. 14-22
Citations number
30
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
ISSN journal
0733950X → ACNP
Volume
126
Issue
1
Year of publication
2000
Pages
14 - 22
Database
ISI
SICI code
0733-950X(200001/02)126:1<14:POSRGU>2.0.ZU;2-8
Abstract
An experimental investigation of bedforms generated by the combined action of waves and currents is carried out in a wave basin. Tests with different wave conditions are performed on two types of sand beds with 0.15 and 0.5 m m median diameter, respectively. The angles between wave and current direct ions are 60 degrees and 90 degrees. Data obtained in the present study and by various researchers are analyzed. New empirical formulas are derived for the prediction of ripple length and height under a given combination of wa ves and currents. pure wave motion is considered as a particular case where current intensity is zero. The proposed formulas are compared with those o f Miller and Komar, Nielsen, Mogridge et al., and Tanaka and Shuto for wave s alone and those of Tanaka and Shuto and Tanaka and Dang for waves and cur rents. Improvement of the new predictors is shown for both pure waves and w ave-current conditions.