Transition effects in flow over side weirs

Journal of Irrigation and Drainage Engineering

Volumn 130, Issue 1, 2004, Pages 92-95

  Muslu, Yilmaz ^a   Yüksel, Ebubekir ^a   Tozluk, Hasan ^b  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

^b ESKISEHIR OSMANGAZI UNIVERSITY   (Turkey)

Author keywords

Slopes; Water flow; Water surface; Weirs

Indexed keywords

CHANNEL FLOW; HYDRAULICS; JETS; WEIRS;

FROUDE NUMBER;

FLOW OF WATER;

FLOW MODELING; FROUDE NUMBER; HYDRAULIC STRUCTURE; TRANSITION FLOW; WATER SURFACE; WEIR;

FLOW MODELING; FROUDE NUMBER; HYDRAULIC STRUCTURE; WATER LEVEL; WEIR;

EID: 10744224376     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2004)130:1(92)     Document Type: Article

References (6)

1. Borghei, S. M., Jalili, M. R., and Ghodsian, M. (1999). "Discharge coefficient for sharp-crested side weirs in subcritical flow." J. Hydraul. Eng., 125(10), 1051-1056.
2. De Marchi, G. (1934). "Saggio di teoria di funzionamente degli stramazzi laterali." L'Energia Elettrica, 11, 849-860 (in Italian).
3. Hager, W. H. (1982). Die Hydraulik von Verteilkanalen, Teil 1-2, Mitteilungen der Versuchanstalt für Wassebau, Hydrologie und Glaziologie, Nr.55-56, Zürich.
4. Muslu, Y. (2001). "Numerical analysis for lateral weir flow." J. Irrig. Drain. Eng., 127(4), 246-253.
5. Muslu, Y. (2002). "Lateral weir flow model using a curve fitting analysis." J. Hydraul Eng., 128(7), 712-715.
6. Subramanya, K., and Awasthy, S. C. (1972). "Spatially varied flow over side-weirs." J. Hydraul. Div., Am. Soc. Civ. Eng., 98(1), 1-10.