“…Velocity distribution and flow parameters such as turbulence and boundary shear stress in steady flow conditions were studied widely both experimentally in laboratory and in the field (Nezu and Rodi 1986, Cardoso et al 1989, Kırkgöz 1989, Kırkgöz and Ardıçlıoğlu 1997, Kabiri-Samani et al 2013, Genç et al (2015) and numerically (Song et al 2012, Debnath et al 2015, Shah et al 2015. However, in nature, unsteady flows are the most common type of open channel flows and attracted a great amount of interest for research in the field of hydraulics (Bose and Dey 2012) particularly in the furrow irrigation and in irrigation management systems (Walker and Humpherys 1983, Meselhe and Holly 1993, Kumar et al 2002, Zhang et al 2012.…”