View source for 0D analytical models for morphology on long time scales

<Forecasterlink type="getToolInfoBox" code="24" />
=0D analytical models for morphology on long time scales=
==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 and time-averaged over all turbulent fluctuations.
Equilibrium sediment transport predictor. Exner equation for conservation of sediment mass.

==Outputs==
Flow velocities, water depths, water levels, flow shear stresses.
Sediment transport, bed level, erosion, sedimentation.

==Rivertypes==

<Forecasterlink type="getRivertypesForTool" code="24"/>
==Related Pressures==

<Forecasterlink type="getPressuresForTool" code="24"/>
==Related Measures==

<Forecasterlink type="getMeasuresForTool" code="24" />


==Useful references==
===Selected software systems===

===Theoretical background===
Jansen P.Ph., van Bendegom L., van den Berg J., de Vries M., Zanen A. (1979): Principles of river engineering; The non-tidal alluvial river. Pitman, London.

Ribberink J.S. and van der Sande J.T.M. (1985): Aggradation in rivers due to overloading - analytical approaches. J. Hydr. Res., IAHR, 23, (3), pp.273-283.
http://www.tandfonline.com/doi/abs/10.1080/00221688509499355#.UZN4fcpIXoY

===Sample applications===


[[Category:Tools]][[Category:Hydromorphological models]]