Observations of wave‐induced pore pressure gradients and bed level response on a surf zone sandbar

Author:

Anderson Dylan1ORCID,Cox Dan1,Mieras Ryan2ORCID,Puleo Jack A.2ORCID,Hsu Tian‐Jian2ORCID

Affiliation:

1. Coastal and Ocean Engineering Program, School of Civil and Construction EngineeringOregon State UniversityCorvallis Oregon USA

2. Center for Applied Coastal Research, Civil and Environmental EngineeringUniversity of DelawareNewark Delaware USA

Funder

National Science Foundation

Publisher

American Geophysical Union (AGU)

Subject

Earth and Planetary Sciences (miscellaneous),Space and Planetary Science,Geochemistry and Petrology,Geophysics,Oceanography

Reference78 articles.

1. Bed shear stress under skewed and asymmetric oscillatory flows

2. The flow of cohesionless grains in fluids

3. An energetics total load sediment transport model for a plane sloping beach

4. Discussion of “Laboratory investigation of pressure gradients induced by plunging breakers”, by Pedrozo-Acuña et al.

5. Baldock T. E. andP.Holmes(1996) Pressure gradients within sediment beds inProceedings of 25th International Conference on Coastal Engineering edited by B. L. Edge vol. 4 pp.4164–4173 Am. Soc. Civ. Eng. New York.

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