lstdata <- c("Results/Unsteady/Output/Output Blocks/DSS Hydrograph Output/Unsteady Time Series/2D Flow Areas/Tapovan2D/Boundary Conditions/alak", "Results/Unsteady ...

ABSTRACT: Open channel junctions are encountered in urban water treatment plants, irrigation and drainage canals, and natural river systems. Junctions are very important in municipal sewerage systems ...

This paper presents the impact of the choice of building representation techniques and hydrodynamic models on urban flood simulations using HEC-RAS 2-D for the Toce River physical model. To this end, ...

# This program copies the contents of the plan HDF file produced with an Unsteady # flow compute, without the Results data group. This provides the # *.p01.tmp.hdf file needed for an Unsteady flow run ...

An application is presented of a new methodology for the real-time operation of flood control reservoir gate control operations of river-reservoir systems to minimize ...

HEC-RAS is a highly precise model for predicting water levels and flood-affected areas during extreme hydrological events, even with limited input data (Zainal and Abu Talib, 2024); HEC-RAS is widely ...