TECHNICAL NOTES
Jun 14, 2002

Lateral Weir Flow Model using a Curve Fitting Analysis

Publication: Journal of Hydraulic Engineering
Volume 128, Issue 7

Abstract

A numerical approach is considered for flow over side weirs as a substantial part of distribution channels in irrigation systems and treatment units. The model is based on the energy principle and a curve-fitting technique. For this purpose, the side weir was divided into elementary strips to develop generalized equations for discharge and surface profile. The change in water surface elevation towards the weir crest and the inclination of the deflected flow over the weir were also taken into account. Dimensionless parameters were used and the normalized equations solved to obtain the hydraulic parameters of side weirs. The results were plotted to determine general relationships based on the curve-fitting technique. A practical application of the derived equations to obtain hydraulic parameters of side weirs is performed using literature data.

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References

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.
De Marchi, G. (1934). “Saggio di teoria di funzionamente degli stramazzi laterali.” L ’Energia Elettrica, Milano, Italy, 11(11), 849–860 (in Italian).
Hager, W. H. (1982). “Die hydraulik von verteilkanalen.” Teil 1–2, Mitteilungen der Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie, ETH, Zurich, Switzerland, 55–56.
Muslu, Y.(2001). “Numerical analysis for lateral weir flow.” J. Irrig. Drain. Eng., 127(4), 246–253.
Muslu, Y., and Tozluk, H. (1994). “Yan savaklarda akimin su yüzü profilini etkileyen parametrelerle hesabi.” 8th Múh. Haftasi, S. Demirel Üniv., İsparta, Turkey (in Türkish).
Subramanya, K., and Awasthy, S. C.(1972). “Spatially varied flow over side weirs.” J. Hydraul. Div., 98(1), 1–10.
Tchobanoglous, G. (1981). Wastewater engineering, McGraw-Hill, New York.
Uyumaz, A., and Muslu, Y.(1985). “Flow over side weirs in circular channels.” J. Hydraul. Eng., 111(1), 144–160.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 7July 2002
Pages: 712 - 715

History

Received: Jul 6, 2000
Accepted: Nov 27, 2001
Published online: Jun 14, 2002
Published in print: Jul 2002

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Authors

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Yilmaz Muslu
Professor, Dept. of Environmental Engineering, Faculty of Civil Engineering Technical Univ. of Istanbul, 80626 Ayazaga, Istanbul, Turkey.

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