1- Aberi Forutan, S. H. 2003. The Effect of suspended load on discharge coefficient of normal weir and gates. M. Sc. Thesis. Tarbiat Modarres University. (In: Farsi)
2- Borghei, S.M., Jalili, M. R. and Ghodsian, M. 1999. Discharge coefficient for sharp-crested side weirs in subcritical flow. J. of Hydraul. Eng. ASCE. 125 (10) : 1051-1056.
3- Cheong, H. F. 1991. Discharge coefficient of lateral diversion from trapezoidal channel. J. of Irrig. and Drain. Eng. ASCE. 117 (4): 461-465.
4- De Marchi, G. 1934. Saggio di teoria di funzionamente delgi stramazzi laterali. Energ. Elettr. 11 (11): 849-860. (In: Italian)
5- Einstein, H. A. and Chien, N. 1955. Effects of heavy sediment concentration near the bed on velocity and sediment distribution. MRD Series No. 8. University of California. Institute of Engineering Research and United States Army Engineering division. Missouri River. Corps of Engineering, Omaha.
6- Gohari Asadi, S. 2004. The Effect of suspended load on discharge coefficient of side weirs in rectangular channels. M. Sc. Thesis. Tarbiat Modarres University. (In: Farsi)
7- Hager, W. H. 1986. Lateral outflow over side weirs. J. of Hydraul. Eng. ASCE. 113 (4): 491-504.
8- Lee, K.L. and Holley, E. R. 2002. Physical modeling for side channel weirs. Center of Research for Water Resources. The University of Texas at Austin. available on http:\\www.crwr.utexas.edu/online Shtml.
9- Muslu, Y. 2001. Numerical analysis for lateral weir flow. J. of Irrig. and Drain. Eng. ASCE. 127 (4) : 246-253.
10- Pinheiro, A.N. and Silva, I.N. 1999. Discharge coefficients of side weirs: Experimental study and comparative analysis of different formulas. Proceeding of the International Association of Hydraulic Research. XXXVIIth Congress Graz. Austria. Theme B3, Aug.
11- Ranga Raju, K. G., Prasad, B. and Gupta, S. K. 1979. Side weir in rectangular channel. J. of Hydraul. Div. ASCE. 105 (HY5): 547-554.
12- Singh, R. M., Manivannan, D. and Satyanarayana, T. 1994. Discharge coefficient of rectangular side weirs. J. of Irrig. and Drain. Eng. ASCE. 120 (4): 814-819.
13- Subramanya, K. and Awasthy, S. C. 1972. Spatially varied flow over side weir. J. of Hydraul. Div. ASCE. 98 (HY1): 1-10.
14- Uyumaz, A. and Smith, R. H. 1991. Design procedure for flow over side weirs. J. of Irrig. and Drain. Eng. ASCE. 117, 79-90.
15- Vanoni, V. A. 1957. Sedimentation Engineering. ASCE. Manuals and Reports on EngineeringPractice. No. 54. N. Y.
16- Vanoni, V. A. and Nomicos, G. N. 1960. Resistance properties of sediment laden stream. Trans. ASCE. 125 (3055): 1140-1175.