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A water quality model for shallow eutrophic lagoons is proposed.
The paper presents a new macroelement model for shallow foundations.
The fully nonlinear and weakly dispersive Green Naghdi model for shallow water waves of large amplitude is studied.
This paper is concerned with the Camassa Holm equation, which is a model for shallow water waves.
A global numerical model for shallow water flows on the cubed-sphere grid is proposed in this paper.
In this paper, we consider a one-dimensional fully nonlinear weakly dispersive Green Naghdi model for shallow water waves over variable bottom topographies.
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This is a review article to present several accurate and computationally efficient global models for shallow water equations recently developed under a general numerical framework, the multi-moment constrained finite volume (MCV) method.
The transient response of large embedded foundation elements of length-to-diameter aspect ratio D/B=2 6 is characterized by a complex stress distribution at the pier soil interface that cannot be adequately represented by means of existing models for shallow foundations or flexible piles.
The results indicate that the attenuation models developed by Idriss (1993) and Crouse (1991) are the most suitable models for shallow crustal and subduction zone earthquakes, respectively, generated in mainland Southeast Asia.
This paper describes a macro model for a shallow foundation.
A holistic water depth simulation (HWDS) and time to empty (TE) model for small, shallow ephemeral ponds have been derived by employing the generalized model based on the Green Ampt equation in the basic water balance equation.
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