Efficient Implicit Finite-Element Hydrodynamic Model for Dam and Levee Breach-Reference-Cited by-同舟云学术

Efficient Implicit Finite-Element Hydrodynamic Model for Dam and Levee Breach

Published:2011-09 Issue:9 Volume:137 Page:1005-1018
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Savant Gaurav¹²³²,Berger Charlie¹²³²,McAlpin Tate O.¹²³²,Tate Jennifer N.¹²³²

Affiliation:

1. Research Water Resources Engineer, Dynamic Solutions LLC and Onsite Contractor, Engineer Research and Development Center, U.S. Army Corps of Engineers, Vicksburg, MS 39180 (corresponding author).

2. Research Hydraulic Engineer, Engineer Research and Development Center, U.S. Army Corps of Engineers, Vicksburg, MS 39180.

3. Research Physicist, Engineer Research and Development Center, U.S. Army Corps of Engineers, Vicksburg, MS 39180.

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.1943-7900.0000372

Reference21 articles.

1. A high-resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations

2. Berger R. C. (1993). “A finite element scheme for shock capturing.” Technical Rep. HL-93-12 U.S. Army Engrs. Waterways Experiment Station.

3. Berger R. C. (1997). HIVEL 2D v2.0 users manual U.S. Army Engrs. Waterways Experiment Station Vicksburg MS.

4. Two-dimensional dam break flow simulation

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