Open channel hydraulics has always been a very interesting domain of scienti c and
engineering activity because of the great importance of water for human l-ing. The free …

The operational measurement of discharge in medium and large rivers is mostly based on
indirect approaches by converting water stages into discharge on the basis of steady-flow …

Two nonlinear versions of the Muskingum equation are considered. The difference between
both equations relates to the exponent parameter. In the first version, commonly used in …

The paper considers the problem of inverse flood routing in reservoir operation strategy. The
aim of the work is to investigate the possibility of determining the hydrograph at the upstream …

In this paper we investigate mass and momentum conservation in one-dimensional routing
models. To this end we formulate the conservation equations for a finite-dimensional reach …

A wide range of approaches are used for flow routing in hydrological models. One of the
most attractive solutions is the variable-parameter Muskingum (VPM) method. Its major …

Research on seepage flow in the vadose zone has largely been driven by engineering and
environmental problems affecting many fields of geotechnics, hydrology, and agricultural …

In this study, the effect of infiltration on overland flow is explored by incorporating infiltration
into the flood routing equations. Particularly, different types of infiltration methods, ie the …

Although the Muskingum equation was proposed nearly 75 years ago, it is still a subject of
active research. Despite of its simple form, the real properties of this equation have not been …

This paper presents a study dealing with increasing the computational efficiency in modeling
floodplain inundation using a two-dimensional diffusive wave equation. To this end, the …