Lagrangian Modeling of Weakly Nonlinear Nonhydrostatic Shallow Water Waves in Open Channels-Reference-Cited by-同舟云学术

Lagrangian Modeling of Weakly Nonlinear Nonhydrostatic Shallow Water Waves in Open Channels

Published:2009-11 Issue:11 Volume:135 Page:926-934
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Devkota Bishnu H.¹²,Imberger Jörg¹²

Affiliation:

1. Senior Engineer, Infrastructure Planning Branch, Water Corporation, 629 Newcastle St., Leederville, Western Australia 6007, Australia; formerly, Centre for Water Research, Univ. of Western Australia, Australia (corresponding author)..

2. Professor, Centre for Water Research, Univ. of Western Australia, 35 Stirling Hwy, Crawley, Western Australia 6009, Australia. E-mail: jimberger@cwr.uwa.edu.au

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%282009%29135%3A11%28926%29

Reference48 articles.

1. Limitations of de Saint Venant Equations in Dam‐Break Analysis

2. Finite-Volume Models for Unidirectional, Nonlinear, Dispersive Waves

3. On the change of amplitude of interacting solitary waves

4. Boundary shear stress measurements in undular flows: Application to standing wave bed forms

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Lagrangian and Eulerian perspectives of turbulent transport mechanisms in a lateral cavity;Journal of Fluid Mechanics;2024-04-01

2. Experimental investigation on the effects of bed slope and tailwater on dam-break flows;Journal of Hydrology;2020-11

3. A new approach to model weakly nonhydrostatic shallow water flows in open channels with smoothed particle hydrodynamics;Journal of Hydrology;2014-11

4. Upper and Middle Tiete River Basin dam-hydraulic system, travel time and temperature modeling;Journal of Hydrology;2012-12

5. Lagrangian modeling of advection-diffusion transport in open channel flow;Water Resources Research;2009-12