Bernoulli theorem, minimum specific energy, and water wave celerity in open-channel flow

Journal of Irrigation and Drainage Engineering

Volumn 135, Issue 6, 2009, Pages 773-778

  Castro Orgaz, Oscar ^a   Chanson, Hubert ^b  

^a UNIVERSITY OF CÓRDOBA   (Spain)

^b UNIVERSITY OF QUEENSLAND   (Australia)

Author keywords

Critical flow; Flumes; Open channel flow; Water waves; Weirs

Indexed keywords

BASIC PRINCIPLES; BERNOULLI THEOREM; CHANNEL CONTROL; CRITICAL FLOW; ENERGY FORMS; FLUMES; FREE-SURFACE FLOW; HYDRAULIC ENGINEERING; OPEN CHANNELS; PRACTICAL PROBLEMS; SPECIFIC ENERGY;

CONTACTS (FLUID MECHANICS); EULER EQUATIONS; HYDRAULIC STRUCTURES; HYDRAULICS; HYDRODYNAMICS; SHORE PROTECTION; THEOREM PROVING; WALL FLOW; WATER WAVES; WAVES; WEIRS;

OPEN CHANNEL FLOW;

CRITICAL FLOW; FLUID MECHANICS; FREE SURFACE FLOW; HYDRAULICS; OPEN CHANNEL FLOW; WATER WAVE; WEIR;

EID: 70549088937     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)IR.1943-4774.0000084     Document Type: Article

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