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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

U.S. GEOLOGICAL SURVEY WATER-RESOURCES INVESTIGATIONS REPORT 96-4240

2. RELATION BETWEEN ANALYSES OF STEADY AND UNSTEADY FLOW


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.

2.1 Channel Segmentation
2.2 Review of Steady-Flow Analysis
2.3 Basic Principles of Unsteady-Flow Analysis

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