0D analytical models for flow in compound cross-sections

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0D analytical models for flow in compound cross-sections

Type

Hydromorphological models

Basic principles

Fundamental equations for conservation of water mass and water flow momentum under the assumption of steady uniform flow, spatially averaged over cross-section segments and time-averaged over all turbulent fluctuations

Outputs

Flow velocities, water depths, water levels, flow shear stresses

Rivertypes

Related Pressures

Related Measures


Useful references

Selected software systems

Theoretical background

Sample applications