Probabilistic Exner Sediment Continuity Equation for Mixtures with No Active Layer-Reference-Cited by-同舟云学术

Probabilistic Exner Sediment Continuity Equation for Mixtures with No Active Layer

Published:2000-11 Issue:11 Volume:126 Page:818-826
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Parker Gary¹²³⁴,Paola Chris¹²³⁴,Leclair Suzanne¹²³⁴

Affiliation:

1. Member, ASCE

2. Prof., St. Anthony Falls Lab., Univ. of Minnesota, Minneapolis, MN 55414.

3. Prof., Dept. of Geol. and Geophysics, Univ. of Minnesota, Minneapolis, MN 55455.

4. Grad. Student, Dept. of Geological Sci. and Envir. Studies, Binghamton Univ., Binghamton, NY 13850.

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%290733-9429%282000%29126%3A11%28818%29

Reference38 articles.

1. Armanini A. ( 1991). “Longitudinal sorting in unsteady flow.” Proc. 23rd Congr. IAHR Vol. A International Association of Hydrological Sciences Wallingford U.K. 461–470.

2. Non-uniform sediment transport: dynamics of the active layer

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

4. Ashida K. Egashira S. and Takamura Y. ( 1989). “Mechanism for grain sorting in movable beds.” Ann. Disaster Prevention Res. Inst. Kyoto University Kyoto Japan 32(B-2) 517–526 (in Japanese).

5. Ashida K. and Michiue M. ( 1971). “An investigation of river bed degradation downstream of a dam.” Proc. 14th Congr. IAHR Vol. 3 International Association of Hydrological Sciences Wallingford U.K. 247–255.

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