Coupling machine learning into hydrodynamic models to improve river modeling with complex boundary conditions
Rivers play an important role in water supply, irrigation, navigation, and ecological
maintenance. Forecasting the river hydrodynamic changes is critical for flood management …
maintenance. Forecasting the river hydrodynamic changes is critical for flood management …
The analytic solution of the Shallow-Water Equations with partially open sluice-gates: The dam-break problem
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 …
presented in the framework of the one-dimensional Shallow-Water Equations, under the …
Optimal positioning and sizing of detention tanks within urban drainage networks
L Cimorelli, F Morlando, L Cozzolino… - Journal of Irrigation …, 2016 - ascelibrary.org
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 …
configuration, and sizes of detention tanks in urban drainage networks, to decrease the …
A re-parameterized and improved nonlinear Muskingum model for flood routing
The nonlinear form of the Muskingum model has been widely applied to river flood routing.
There are four variants of the nonlinear Muskingum model based on alternative formulations …
There are four variants of the nonlinear Muskingum model based on alternative formulations …
Assessing lateral flows and solute transport during floods in a conduit-flow-dominated karst system using the inverse problem for the advection–diffusion equation
The aim of this study is to present a framework that provides new ways to characterize the
spatio-temporal variability of lateral exchanges for water flow and solute transport in a karst …
spatio-temporal variability of lateral exchanges for water flow and solute transport in a karst …
Analytical solution for linearized Saint-Venant equations with a uniformly distributed lateral inflow in a finite rectangular channel
In this work, we find the discharge corresponding to linearized full Saint-Venant equations
by considering a uniformly distributed lateral inflow along the channel length for a finite …
by considering a uniformly distributed lateral inflow along the channel length for a finite …
Uncertainty analysis of a two-dimensional hydraulic model
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 …
the uncertainty of a two-dimensional hydraulic model. PEM is a special case of numerical …
Impact of a concentrated lateral inflow and stage–discharge relation imposed at the downstream end of a finite channel for the diffusive wave model
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 …
finite channel is presented. Flow depth and flow discharge are taken as the upstream …
Use of a flood-routing model to assess lateral flows in a karstic stream: implications to the hydrogeological functioning of the Grands Causses area (Tarn River …
The aim of this study is to assess the spatio-temporal variability of lateral flows in the streams
of a large karstic basin to construct a conceptual model of karst contributions to flood …
of a large karstic basin to construct a conceptual model of karst contributions to flood …
Discharge coefficient of combined orifice-weir flow
ZF Fu, Z Cui, WH Dai, YJ Chen - Water, 2018 - mdpi.com
Combined orifice-weir flow is a complex phenomenon in hydropower and the discharge
capacity of a structure affects the safety of the structure. It is essential to propose an equation …
capacity of a structure affects the safety of the structure. It is essential to propose an equation …