Critical flow over circular crested weirs

Journal of Hydraulic Engineering

Volumn 134, Issue 11, 2008, Pages 1661-1664

  Castro Orgaz, O ^a   Giraldez J V ^a,b   Ayuso, J L ^a  

^a UNIVERSITY OF CÓRDOBA   (Spain)

^b CSIC   (Spain)

Author keywords

Critical flow; Open channels; Weirs

Indexed keywords

DISCHARGE (FLUID MECHANICS); HYDRAULICS; TURBULENT FLOW; WEIRS;

CRITICAL FLOW; CRITICAL FLOWS; CURVILINEAR MOTIONS; DIMENSIONAL MODELS; DISCHARGE COEFFICIENTS; EXPERIMENTAL DATUM; HYDRAULIC ANALYSES; OPEN CHANNELS; RADIUS OF CURVATURES; RELATIVE FLOWS; SIMPLIFIED MODELS; SPECIFIC ENERGIES; STREAMLINE CURVATURES; SUPERCRITICAL;

HYDRAULIC STRUCTURES;

CRITICAL FLOW; DISCHARGE; HYDRAULIC HEAD; MODELING; OPEN CHANNEL FLOW; WEIR;

EID: 54249119560     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2008)134:11(1661)     Document Type: Article

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