Evaluating Transport Formulations for Application to Nearshore Berms

Author:

Bain Rachel1ORCID,McFall Brian2,Krafft Douglas2,Hudson Austin3

Affiliation:

1. Research Physical Scientist, Coastal and Hydraulics Laboratory, US Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180 (corresponding author). ORCID: .

2. Research Civil Engineer, Coastal and Hydraulics Laboratory, US Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

3. Hydraulic Engineer, Portland District, US Army Corps of Engineers, 333 SW First Ave., Portland, OR 97204.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference74 articles.

1. Common pitfalls in statistical analysis: The use of correlation techniques;Aggarwal R.;Perspect. Clin. Res.,2016

2. Velocity Parameters for Predicting Cross-Shore Sediment Movement

3. Aidala, J. A., C. E. Burke, and T. N. McLellan. 1992. “Hydrodynamic forces and evolution of a nearshore berm at South Padre Island, Texas.” In Proc., Hydraulic Engineering, Water Forum ’92, edited by M. Jennings and N. G. Bhowmik, 1234–1239. Baltimore: ASCE.

4. Andrassy, C. J. 1991. “Monitoring of a nearshore disposal mound at Silver Strand State Park.” In Proc., Coastal Sediments ’91, edited by N. C. Kraus, K. J. Gingerich, and D. L. Kriebel, 1971–1984. Seattle: ASCE.

5. Bagnold, R. A. 1963. “Mechanics of marine sedimentation.” In Vol. 3 of The sea. New York: Interscience.

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