Hydro- and Morpho-dynamics Induced by a Vertical Slender Pile under Regular and Random Waves-Reference-Cited by-同舟云学术

Hydro- and Morpho-dynamics Induced by a Vertical Slender Pile under Regular and Random Waves

Published:2018-11 Issue:6 Volume:144 Page:04018018
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Corvaro Sara¹,Marini Francesco²,Mancinelli Alessandro³,Lorenzoni Carlo⁴,Brocchini Maurizio³

Affiliation:

1. Assistant Professor, Dept. of Civil and Building Engineering, and Architecture (DICEA), Univ. Politecnica delle Marche, Via Brecce Bianche, Ancona 60131, Italy (corresponding author).

2. Ph.D. Student, Dept. of Civil and Building Engineering, and Architecture (DICEA), Univ. Politecnica delle Marche, Via Brecce Bianche, Ancona 60131, Italy.

3. Full Professor, Dept. of Civil and Building Engineering, and Architecture (DICEA), Univ. Politecnica delle Marche, Via Brecce Bianche, Ancona 60131, Italy.

4. Assistant Professor, Dept. of Civil and Building Engineering, and Architecture (DICEA), Univ. Politecnica delle Marche, Via Brecce Bianche, Ancona 60131, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000470

Reference34 articles.

1. The laminar horseshoe vortex

2. Bijiker E. W. and C. A. de Bruyn. 1988. “Erosion around a pile due to current and breaking waves.” In Proc. 21st Coastal Engineering Conf. 1368–1381. Torremolinos Spain: ASCE.

3. Carreiras J. P. Larroudé F. Seabra-Santos and M. Mory. 2000. “Wave scour around piles.” In Proc. 27th Coastal Engineering Conf. 1860–1870. Sydney Australia: ASCE.

4. Cartwright D. E. and M. S. Longuet-Higgins. 1956. “The statistical distribution of the maxima of a random function.” Proc. R. Soc. A. 237 (1209): 212–232. https://doi.org/10.1098/rspa.1956.0173.

5. On the wave damping due to a permeable seabed

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