Difference between revisions of "1D analytical models for gradually-varied flow"

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===Theoretical background===
 
===Theoretical background===
Chow V.T. (1959), Open-channel hydraulics. McGraw-Hill, New York.
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Chow V.T. (1959): Open-channel hydraulics. McGraw-Hill, New York, 680 pp.
Henderson, F.M. (1966), Open channel flow. Macmillan, New York.
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Henderson F.M. (1966): Open channel flow. Macmillan, New York, 522 pp.
  
 
===Sample applications===
 
===Sample applications===

Latest revision as of 12:21, 16 April 2013

Factsheet: 1D analytical models for gradually-varied flow

General
Category Hydromorphological models
River Characterisation
Pressures
Measures


1D analytical models for gradually-varied flow

Type

Hydromorphological models

Basic principles

Fundamental equations for conservation of water mass and water flow momentum under the assumption of steady 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

Chow V.T. (1959): Open-channel hydraulics. McGraw-Hill, New York, 680 pp.

Henderson F.M. (1966): Open channel flow. Macmillan, New York, 522 pp.

Sample applications