[图书][B] Gravity-capillary free-surface flows

JM Vanden-Broeck - 2010 - books.google.com
Free surface problems occur in many aspects of science and of everyday life such as the
waves on a beach, bubbles rising in a glass of champagne, melting ice, pouring flows from a …

[图书][B] Hydraulic engineering of dams

WH Hager, AJ Schleiss, RM Boes, M Pfister - 2020 - taylorfrancis.com
Hydraulic engineering of dams and their appurtenant structures counts among the essential
tasks to successfully design safe water-retaining reservoirs for hydroelectric power …

Open channel flows with submerged obstructions

F Dias, JM Vanden-Broeck - Journal of Fluid Mechanics, 1989 - cambridge.org
Free-surface flows past a submerged triangular obstacle at the bottom of a channel are
considered. The flow is assumed to be steady, two-dimensional and irrotational; the fluid is …

Steady two-dimensional free-surface flow past disturbances in an open channel: solutions of the Korteweg–De Vries equation and analysis of the weakly nonlinear …

BJ Binder - Fluids, 2019 - mdpi.com
Two-dimensional free-surface flow past disturbances in an open channel is a classical
problem in hydrodynamics—a problem that has received considerable attention over the last …

Generalised critical free-surface flows

F Dias, JM Vanden‐Broeck - Journal of engineering mathematics, 2002 - Springer
Nonlinear waves in a forced channel flow are considered. The forcing is due to a bottom
obstruction. The study is restricted to steady flows. A weakly nonlinear analysis shows that …

Numerical investigations of unsteady critical flow conditions over an obstacle using three models

S Dai, S Jin - Physics of Fluids, 2022 - pubs.aip.org
This paper focuses on the temporal and spatial evolutions of critical flow under unsteady
rapidly varied flow conditions, which is defined based on different viewpoints under steady …

Trapped waves between submerged obstacles

F Dias, JM Vanden-Broeck - Journal of Fluid Mechanics, 2004 - cambridge.org
Free-surface flows past submerged obstacles in a channel are considered. The fluid is
assumed to be inviscid and incompressible and the flow to be irrotational. In previous work …

Stability of some stationary solutions to the forced KdV equation with one or two bumps

F Chardard, F Dias, HY Nguyen… - Journal of Engineering …, 2011 - Springer
Free-surface flows past submerged obstacles in a channel are considered. The fluid is
assumed to be inviscid and incompressible and the flow to be irrotational. The first-order …

A method to calculate inverse solutions for steady open channel free-surface flow

C Robbins, MG Blyth, J Maclean… - Journal of Fluid …, 2023 - cambridge.org
The inverse problem of steady two-dimensional open channel free-surface flow is
considered, with the focus on determining two types of disturbances: a surface pressure …

Forced solitary waves and hydraulic falls in two-layer flows

SSP Shen - Journal of Fluid Mechanics, 1992 - cambridge.org
Long nonlinear waves in the two-layer flow of an inviscid, incompressible fluid are
considered. Both the free surface and the interface of the two fluids are unknown free …