Full Equations (FEQ) Model for the Solution of the Full, Dynamic Equations
of Motion for One-Dimensional Unsteady Flow in Open Channels and Through
Control Structures
Analyses of steady and unsteady flows are similar in many ways. Because steady-flow analysis is much more widely applied and because hydraulic engineers are generally familiar with steady flow, steady-flow concepts are discussed first to introduce some aspects of the analysis of unsteady flow.