Comprehensive Field Study of Swash-Zone Processes. II: Sheet Flow Sediment Concentrations during Quasi-Steady Backwash-Reference-Cited by-同舟云学术

Comprehensive Field Study of Swash-Zone Processes. II: Sheet Flow Sediment Concentrations during Quasi-Steady Backwash

Published:2014-01 Issue:1 Volume:140 Page:29-42
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:

Lanckriet Thijs¹,Puleo Jack A.²,Masselink Gerd³,Turner Ian L.⁴,Conley Daniel⁵,Blenkinsopp Chris⁶,Russell Paul³

Affiliation:

1. Graduate Assistant, Center for Applied Coastal Research, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716 (corresponding author).

2. Associate Professor, Center for Applied Coastal Research, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

3. Professor, Coastal Processes Research Group, School of Marine Science and Engineering, Plymouth Univ., Plymouth PL4 8AA, U.K.

4. Associate Professor, Water Research Laboratory, School of Civil and Environmental Engineering, Univ. of New South Wales, Manly Vale, NSW 2093, Australia.

5. Associate Professor, Coastal Processes Research Group, School of Marine Science and Engineering, Plymouth Univ., Plymouth PL4 8AA, U.K.

6. Lecturer, Water Research Laboratory, School of Civil and Environmental Engineering, Univ. of New South Wales, Manly Vale, NSW 2093, Australia.

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.1943-5460.0000209

Reference67 articles.

1. Investigation of Bottom Boundary Layer Dynamics of Movable Bed by using Enhanced PIV Technique

2. A Sheetflow Transport Model for Asymmetric Oscillatory Flows Part II: Mixed Grain Size Sediments

3. Two-phase model for sand transport in sheet flow regime