Scaling and Self-Similarity of One-Dimensional Unsteady Suspended Sediment Transport with Emphasis on Unscaled Sediment Material Properties-Reference-Cited by-同舟云学术

Scaling and Self-Similarity of One-Dimensional Unsteady Suspended Sediment Transport with Emphasis on Unscaled Sediment Material Properties

Published:2015-05 Issue:5 Volume:141 Page:04015003
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Carr K. J.¹,Ercan A.²,Kavvas M. L.³

Affiliation:

1. Postdoctoral Researcher, J. Amorocho Hydraulics Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270 (corresponding author).

2. Assistant Project Scientist, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000994

Reference28 articles.

1. A review of hillslope and watershed scale erosion and sediment transport models

2. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions

3. ASCE. (2000). “Hydraulic modeling.” ASCE manuals and reports on Engineering Practice No. 97 New York.

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