Water Science and Engineering     2012 5 (1):  26-33    ISSN: 1674-2370:  CN: 32-1785/TV

Modified theoretical stage-discharge relation for circular sharp-crested weirs
Department of Water Engineering, Razi University, Kermanshah 6715685438, Iran
Received 2011-01-13  Revised 2012-02-24  Online 2012-03-30

Bos, M. G. 1989. Discharge Measurement Structures. Wageningen: International Institute for Land Reclamation and Improvement (ILRI).
Chow, V. T. 1959. Open-channel Hydraulics. New York: McGraw-Hill.
Greve, F. W. 1924. Semi-circular Weirs Calibrated at Purdue University. Engineering News-Record, 93(5).
Greve, F. W. 1932. Flow of Water Through Circular, Parabolic, and Triangular Vertical Notch-weirs. Lafayette: Purdue University.
Lencastre, A. 1961. Manuel D'hydraulique Générale. Paris: Eyrolles.
Panuzio, F. L., and Ramponi, F. 1936. Circular Measuring Weirs. Bureau of Reclamation.
Qu, L. Q., Yu, X. X., Xiao, J., and Lei, T. W. 2010. Development and experimental verification of a mathematical expression for the discharge rate of a semi-circular open channel. International Journal of Agriculture and Biology Engineering, 3(3), 19-26. [doi:10.3965/j.issn.1934-6344.2010.03.019-026]
Rajaratnam, N., and Muralidhar, D. 1964. End depth for circular channels. Journal of the Hydraulics Division, 90(2), 99-119.
Rickard, C., Day, R., and Purseglove, J. 2003. River Weirs:Good Practice Guide. Swindon: R&D Publication.
Staus, A. 1931. Der Beiwert kreisrunder Uberfalle. Wasserkraft und Wasserwirtschaft, 25(11), 122-123.
Stevens, J. C. 1957. Flow through circular weirs. Journal of Hydraulic Engineering, 83(6), 1455.
Vatankhah, A. R. 2010. Flow measurement using circular sharp-crested weirs. Flow Measurement and Instrumentation, 21(2), 118-122. [doi:10.1016/j.flowmeasinst.2010.01.006]

Corresponding author: Rasool GHOBADIAN