One of the key factors for flood modeling and control is the flood hydrograph, which is not always available due to lack of flood discharge observations. In reverse flow routing …
M Niazkar, SH Afzali - Journal of Hydrologic Engineering, 2015 - ascelibrary.org
Because the nonlinear Muskingum model continues to be popular, the need for precise calibration of the model parameters provides an active area of research in hydrologic …
This paper presents the hydraulic derivation of a fully mass conservative, variable parameter McCarthy–Muskingum (VPMM) method derived directly from the Saint-Venant equations for …
Quite often the discharge at a site is estimated using the rating curve developed for that site and its development requires river flow measurements, which are costly, tedious and …
M Perumal, B Sahoo - Journal of Hydraulic Engineering, 2008 - ascelibrary.org
The study analyzes the volume conservation problem of the variable parameter Muskingum– Cunge (VPMC) method for which some remedial solutions have been advocated in recent …
M Niazkar, N Talebbeydokhti, SH Afzali - Water Resources Management, 2019 - Springer
The reach-average impacts of frictional forces, which retard flows in man-made channels and natural streams, are basically taken into account by flow resistance coefficients. These …
T Moramarco, C Pandolfo, VP Singh - Journal of Hydrologic …, 2008 - ascelibrary.org
The applicability of the kinematic wave (KW) and diffusive wave (DW) approximations was investigated for steady flow in prismatic channels by using a second-order two-step Lax …
R Swain, B Sahoo - Journal of Hydrology, 2015 - Elsevier
In this study, the fully volume conservative simplified hydrodynamic-based variable parameter McCarthy–Muskingum (VPMM) flow transport model advocated by Perumal and …
The purpose of this paper is to use the application of the multilinear lag cascade model as a contaminant transport model through river networks. Monocacy River and Antietam Creek …