Discussions and Closures
Jun 5, 2014

Discussion of “V-Shaped Multislit Weirs” by A. S. Ramamurthy, J. Kai, and S. S. Han

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Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 8
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Acknowledgments

The discusser gratefully thanks the authors for their tolerance and noteworthy contributions to some of the views raised in this discussion.

References

Aydın, I., Altan-Sakarya, A. B., and Ger, A. M. (2006). “Performance of slit weir.” J. Hydraul. Eng., 987–989.
Aydın, I., Altan-Sakarya, A. B., and Sisman, C. (2011). “Discharge formula for rectangular sharp-crested weirs.” Flow Meas. Instrum., 22(2), 144–151.
Aydın, I., Ger, A. M., and Hincal, O. (2002). “Measurement of small discharge in open channels by slit weir.” J. Hydraul. Eng., 234–237.
Ramamurthy, A. S. (1987). “Flow oversharp-crested plate weirs.” J. Irrig. Drain. Eng., 163–172.
Ramamurthy, A. S., Qu, J., Zhai, C., and Vo, D. (2007). “Multislit weir characteristics.” J. Irrig. Drain. Eng., 198–200.
Salmasi, F., Yıldırım, G., Masoodi, A., and Parsamehr, P. (2013). “Predicting discharge coefficient of compound broad-crested weir by using genetic programming (GP) and artificial neural network (ANN) techniques.” Arabian J. Geosci., 6, 2709–2717.
Swamee, P. K. (1988). “Generalized rectangular weir equations.” J. Hydraul. Eng., 945–949.
Swamee, P. K., Ohja, C. S. P., and Kumar, S. (1998). “Discharge equation for rectangular slots.” J. Irrig. Drain. Eng., 973–974.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 140Issue 8August 2014

History

Received: Dec 2, 2013
Accepted: Dec 27, 2013
Published online: Jun 5, 2014
Published in print: Aug 1, 2014
Discussion open until: Nov 5, 2014

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Gürol Yıldırım, Ph.D. [email protected]
Associate Professor, Civil Engineering, Head of Hydraulics Division, Aksaray Univ., Engineering Faculty, Civil Engineering Dept., Aksaray 68100, Turkey. E-mail: [email protected]

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