بررسی تاثیرشرایط هیدرولیکی در بهینه‌سازی کانال های انتقال آب با مقاطع متفاوت

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Bahramloo R, 2011. Evaluation of leakage losses in irrigated channels with rock cover in cold regions and its effect on water resources (Case study in Hamadan province). Iranian Water Research Journal, 5(9): 141-150. (In Persian with English abstract)

 Babaeyan-Koopaei K, Valentine EM and Swailes DC, 2000. Optimal design of parabolic-bottomed triangle canals. Journal of Irrigation and Drainage Engineering, 126(6): 408–411.

Bhattacharjy RK, 2006. Optimal design of open channel section incorporating critical flow condition. Journal of Irrigation and Drainage Engineering, 132(5): 513-518.

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Chahar BR, 2007. Optimal design of a special class of curvilinear bottomed channel section. Journal of Hydraulic Engineering, ASCE, 133(5):571-6.

Chow VT, 1959. Open-channel Hydraulics. McGraw-Hill: New York.

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Hajialilue-Bonab, M and Behrouz Saranda F, 2012. Optimization of cross section of channels located on expansive soils with the help of executive joints and wall slope. Third National Seminar on Geotechnical Issues of Irrigation and Drainage Networks. Kraj, Iran. (In Persian with English abstract)

Jain A, Bhattacharjya RK and Sanaga S, 2004.  Optimal design of composite channels using genetic algorithm. Journal of Irrigation and Drainage Engineering, 130(4): 286–295.

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