تعیین ضریب دبی در سرریزهای گابیونی در حالت آزاد و مستغرق

منابع مورداستفاده

Chanson H, 2006. Discussion of discharge through a permeable rubble mound weir. Journal of Hydraulic Engineering 132(4): 432-434.

Gogos M, Defne Z and Ozkandemir V, 2006. Broad-crested weirs with rectangular compound cross sections. Journal of Irrigation and Drainage Engineering 132(3): 272-280.

Hager H and Schwalt M, 1994. Broad-crested weir.  Journal of Irrigation and Drainage Engineering 120(1): 13-26.

Kells JA, 1993. Spatially varied flow over rock fill embankments. Canadian Journal of Civil Engineering 20: 820-827.

Kells JA, 1994. Reply on discussion of spatially varied flow over rock fill embankments. Canadian Journal of Civil Engineering 21: 163-166.

Leu JM, Chan HC and Chu MS, 2008. Comparison of turbulent flow over solid and porous structures mounted on the bottom of a rectangular channel. Flow Measurement and Instrumentation 19: 1-7.

Michioku K, Maeno S, Furusawa T and Haneda M, 2005. Discharge through a permeable rubble mound weir. Journal of Hydraulic Engineering 131(1): 1-10.

Michioku K, Takehara K and Etoh T, 2007. An experimental study on flow field in and around rubble mound river structures. Journal of Hydroscience and Hydraulic Engineering 25(2): 37-45.

Mohamed H, 2010. Flow over gabion weirs. Journal of Irrigation and Drainage Engineering 136(8): 573-577.

Salmasi F, Chamani MR and Farsadizadeh D, 2012. Experimental study of energy dissipation over stepped gabion spillways with low heights. Iranian Journal of Science and Technology (IJST), Transaction B: Engineering, Civil Engineering, Shiraz university 36(C₂): 253-264.

Salmasi F, Poorescandar S, Hosseinzadeh Dalir A and Farsadizadeh D, 2011. Discharge relations for rectangular broad-crested weirs. Journal of Agricultural Sciences 17: 324-336.

Sarker MA and Rhodes DG, 2004. Calculation of free-surface profile over a rectangular broad-crested weir. Flow Measurement and Instrumentation 15(4): 215-219.