The general solution of the dam-break problem with partial uplift of the sluice-gate is
presented in the framework of the one-dimensional Shallow-Water Equations, under the …

The present work describes a procedure for the evaluation of the optimal number, position,
configuration, and sizes of detention tanks in urban drainage networks, to decrease the …

This review paper investigates the determinants of modelling choices, for numerous
applications of 1-D free-surface flow and morphodynamic equations in hydrology and …

A reliability approach referred to as the point estimate method (PEM) is presented to assess
the uncertainty of a two-dimensional hydraulic model. PEM is a special case of numerical …

An analytical solution for the diffusive wave model with a concentrated lateral inflow for a
finite channel is presented. Flow depth and flow discharge are taken as the upstream …

Abstract The Linearized Parabolic Approximation of the Saint Venant Equations is often
used for flood routing, but the corresponding analytic solutions usually neglect the …

Study region The study considers synthetic river catchments representative of
Mediterranean regions, with high impervious coverage and real rainfall time series. Study …

The diffusive wave model is one of the simplified forms of Saint-Venant equations, and it is
often used instead of the full model. In this paper, we present an analytical solution for the …

In hydraulic engineering, it is common to find geometric transitions where a channel is not
prismatic. Among these geometric transitions, constrictions and obstructions are channel …

Flood is the most devastating and frequent disaster in North-East India, resulting in loss of
human life and damage of properties. Its deleterious effects can be minimized by …