Hydraulic performance of labyrinth side weirs using vanes or piles

Proceedings of the Institution of Civil Engineers: Water Management

Volumn 164, Issue 5, 2011, Pages 229-241

  Kabiri Samani, Abdorreza ^a   Borghei, Seyed Mahmood ^b   Esmaili, Hojat ^a  

^a ISFAHAN UNIVERSITY OF TECHNOLOGY   (Iran)

^b SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Hydraulics hydrodynamics; Models (physical); River engineering

Indexed keywords

DISCHARGE COEFFICIENTS; GUIDE VANE; HYDRAULIC PERFORMANCE; MODELS (PHYSICAL); PROPER DESIGN; RECTANGULAR CHANNEL; RIVER ENGINEERING; TEST SECTIONS; WEIR FLOW;

EXPERIMENTS; FLUID DYNAMICS; HYDRAULIC STRUCTURES; HYDRAULICS; HYDRODYNAMICS; MODELS; PILES;

WEIRS;

CHANNEL HYDRAULICS; HYDRODYNAMICS; MODELING; RIVER ENGINEERING; WEIR;

EID: 79953867247     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.2011.164.5.229     Document Type: Article

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