Aghayari, F. and Honar, T. 2008. An experimental study of spatial discharge coefficient in broad crested side weirs. J. Agric. Sci. Nat. Resour.15(1): 36-46. (in Persian)
Bagheri, S., Kabiri-Samani, A. R. and Heidarpour, M. 2014. Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation. Flow Meas. Instrum. 35, 109-115.
Borghei, S. M., Jalili, M. R. and Ghodsian, M. 1999. Discharge coeffcient for sharp-crested side weir in subcritical flow. J. Hydraul. Eng. ASCE. 125(10): 1051-1056.
Castro-Orgaz, O. and Hager, W. 2012. Subcritical side wier flow at high lateral discharge. J. Hydraul. Eng.ASCE. 138(9): 777-787.
Chanson, H. 2004. Hydraulics of Open Channel Flow. 2nd Ed. Butterworth-Heinemann.
Chow, V. T. 1959. Open Channel Hydraulic. McGraw-Hill Book Co. New York, NY.
De Marchi, G. 1934. Saggio di teotia de funzionamenta degli stramazzi laterali. L’Energia Electricia, Rome, Italy, 11(11): 849-860. (in Italian)
Haddadi, H. and Rahimpour, M. 2012. A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow. Flow Meas. Instrum. 26, 63-67.
Hager, W. H. 1987. Lateral outflow over side weirs. J. Hydraul. Eng. ASCE. 113(4): 491-504.
Honar, T., Javan, M. and Keshavarzi, A. 2002. Discharge coefficient of inclined side weir in non- prismatic rectangular channels. J. Water Soil Sci. 6(3): 63-75. (in Persian)
Keshavarzi, A., and Ball, J. 2014. Discharge coefficient of sharp crested side weir in trapezoidal channel with different side wall slopes under subcritical flow conditions. J. Irrig. Drain. Eng. ASCE. 63(4): 512-522.
Kumar, C. P. and Pathak, S. K. 1987. Triangular side weirs. J. Irrig. Drain. Eng. ASCE. 113(1): 98-105.
Nadesamoorthy, T. and Thompson, A. 1972. Discussion of spatially varied flow over side weirs. J. Hydraul. Div. 98(12): 2234-2235.
Ranga-Raju, K. G., Gupta, S. K. and Prasad, B. 1979. Side weir in rectangular channel. J. Hydraul. Div. ASCE. 105(5): 547-554
Riyahi-Bani, S. 2013. Theoretical and experimental study for a sharp crested trapezoidal side weir in subcritical flow regime. M. Sc. Thesis. Tehran University. Karaj, Iran. (in Persian)
Singh, R., Manivannan, D. and Satyanarayana, T. 1994. Discharge coefficient of rectangular side weirs. J. Irrig. Drain. Eng. ASCE. 120(4): 814-819.
Subramanya, K. and Awasthy, S. C. 1972. Spatially varied flow over side weirs. J. Hydraul. Div. ASCE. 98(1): 1-10.
Uyumaz, A. 1992. Side weir in triangular channel. J. Irrig. Drain. Eng. ASCE. 118(6): 965-970.
Uyumaz, A. and Smith, R. H. 1991. Design procedure for flow over side weirs. J. Irrig. Drain. Eng. ASCE. 117(1): 79-90.
Vatankhah, A. R. 2012a. Analytically solution for water surface profile along a side weir in triangular channel. Flow Measure. Instrum. 23(1): 76-79.
Vatankhah, A. R. 2012b. Water surface profile over side weir in a trapezoidal channel. Water Manage. 165(5): 247-252.
Vatankhah, A. R. 2012c. New solution method for water surface profile along a side weir in a circular channel. J. Irrig. Drain. Eng. 138(10): 948-954.
Zahiri, A., Azamathulla, H. M. and Bagheri, S. 2013. Discharge coefficient for compound sharp crested side weirs in subcritical flow conditions. J. Hydrol. ASCE. 480, 162-166.