Nonlinear PLS method for side weir flows

Journal of Irrigation and Drainage Engineering

Volumn 132, Issue 5, 2006, Pages 486-489

  Ramamurthy, A S ^a   Qu, Junying ^a   Vo, Diep ^a  

^a Gina Cody School of Engineering and Computer Science   (Canada)

Author keywords

Empirical equations; Hydraulic engineering; Weirs

Indexed keywords

CHANNEL FLOW; DISCHARGE (FLUID MECHANICS); HYDRAULICS; LEAST SQUARES APPROXIMATIONS; NONLINEAR EQUATIONS;

DISCHARGE COEFFICIENT; EMPIRICAL EQUATIONS; PARTIAL LEAST SQUARE (PLS) METHOD;

WEIRS;

CHANNEL FLOW; DISCHARGE (FLUID MECHANICS); HYDRAULICS; LEAST SQUARES APPROXIMATIONS; NONLINEAR EQUATIONS; WEIRS;

DISCHARGE; EMPIRICAL ANALYSIS; LEAST SQUARES METHOD; WEIR;

EID: 33748783636     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2006)132:5(486)     Document Type: Article

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