New open channel with elliptic sides and horizontal bottom
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-014-0559-2.pdf
Reference22 articles.
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3. Anwar, A. A. and de Vries, T. T. (2003). “Hydraulically efficient power-law channels.” J. Irrig. Drain. Eng., Vol. 129, No. 1, pp. 18–26.
4. Babaeyan-Koopaei, K., Valentine, E. M., and Swailes, D. C. (2000). “Optimal design of parabolic-bottomed triangle canals.” J. Irrig. Drain. Eng., Vol. 126, No. 6, pp. 408–411.
5. Bhattacharjya, R. K. and Satish, M. G. (2007). “Optimal design of a stable trapezoidal cross section using hybrid optimization techniques.” J. Irrig. Drain. Eng., Vol. 133,4, pp. 323–329.
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