Analytical findings for power law cross-sections: Uniform flow depth

Advances in Water Resources

Volumn 32, Issue 9, 2009, Pages 1404-1412

  Valiani, A ^a   Caleffi, V ^a  

^a UNIVERSITY OF FERRARA   (Italy)

Author keywords

Analytical results; Normal flow depth; Open channel flows; Power law cross sections

Indexed keywords

ACCURATE ESTIMATION; ANALYTICAL RESULTS; CHANNEL DEPTH; CHANNEL ROUGHNESS; CHANNEL WIDTHS; CROSS-SECTION GEOMETRY; DEPTH RATIO; EXPLICIT EQUATIONS; FLOW DISCHARGES; GAUSS HYPERGEOMETRIC FUNCTION; LIQUID DISCHARGE; NORMAL FLOW; NORMAL FLOW DEPTH; PHYSICAL QUANTITIES; POWER LAW; POWER LAW CROSS-SECTIONS; POWER LAW EXPONENT; POWER LAW RELATIONSHIP; SECOND PROCEDURES; UNIFORM FLOW; WETTED PERIMETERS;

ASPECT RATIO; LAWS AND LEGISLATION; WALL FLOW;

OPEN CHANNEL FLOW;

ANALYTICAL METHOD; DISCHARGE; ESTIMATION METHOD; OPEN CHANNEL FLOW; POWER LAW; ROUGHNESS;

EID: 68649105415     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2009.06.004     Document Type: Article

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