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REFERENCESBos, M. G. (1989). Discharge measurement structures.
International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
Cassidy, J. J. (1965). Irrotational flow over spillways of finite height. Journal of Engineering Mechanics Division, ASCE, 91(6), 155-173.
Chanson, H. & Montes, J. S. (1998). Overflow characteristics of circular weir. Journal of Irrigation and Drainage Engineering, ASCE, 124(3), 152-162.
Hager, W. H. & Hutter, K. (1984). Approximate treatment of plane channel flow. Acta Mech., 51, 31-48.
Hager, W. H. (1985). Critical flow condition in open channel hydraulics. Acta Mech., 54, 157-179.
Heidarpour, M. & Chamani, M. R., (2006). Velocity distribution over cylindrical weir. Journal of Hydraulic Research, IAHR, 44(5), 708-711.
Jaeger, C. (1956). Engineering fluid mechanics. Blackie & Son, Glascow, UK.
Matthew, G. D. (1963). On the influence of the curvature, surface tension and viscosity on flow over round crested weir. Proc. Inst. Civil Engineering, 25, 511-524.
Montes, J. S. (1964). On the influence of curvature, surface tension and viscosity on flow over round-crested weirs. Discussion. Proc. Instn. Civil. Engrs., London, 28, 562-563.
Orgaz, O. C. (2008). Curvilinear flow over round-crested weirs. Journal of Hydraulic Research, IAHR, 46(4), 412-419.
Ramamurthy, A. S. & Vo, N. D., (1993a). Application of Dressler theory to weir flow. Journal of Applied Mechanic, ASCE, 60, 163-166.
Ramamurthy, A. S. & Vo, N. D. (1993b). Characteristic of circular crested weir. Journal of Hydraulic Engineering, ASCE, 119(9), 1055-1063.
Ramamurthy, A. S., Vo, N. D. & Balachandar, R. (1994). A note on irrotational curvilinear flow past a weir. Journal of Fluid Engineering, ASME, 116, 378-381.
Ramamurthy, A. S., Vo, N. D. & Vera, G. (1992). Momentum model of flow past weir. Journal of Irrigation and Drainage Engineering, ASCE, 118(6), 998-994.
Rehbock, T. (1929). The river hydraulic laboratory of the technical university of Karlsruhe. In
Hydraulic Laboratory Practice, ASME, New York, USA, 111-242.
Rouve, G. & Indlekofer, H. (1974). Abfluss über geradlinige wehre mit halbkreissf?rmigem überfallprofil. (Discharge over straight weirs with
semi-cylindrical crest). Der Bauingenieur, 49(7), 250-256. (In German)
Sarginson, E. J. (1972). The influence of surface tension on weir flow. Journal of Hydraulic Research, IAHR, 10 (4), 431-446.
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