Hydraulic Characteristics of Flow over Sinusoidal Sharp-Crested Weirs
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[1] K. Keshava Murthy,et al. Closure of "Alternative Design of Square-Rooting Measuring Device in Open Channel" , 1995 .
[2] Prabhata K. Swamee,et al. Alternative Linear Weir Design , 1991 .
[3] Raouf E. Baddour. Head-Discharge Equation for Sharp-Crested Polynomial Weir , 2008 .
[4] Manouchehr Heidarpour,et al. Flow over rectangular sharp-crested weirs , 2009, Irrigation Science.
[5] Tony L. Wahl,et al. Analyzing ADV Data Using WinADV , 2000 .
[6] Hubert Chanson,et al. Environmental hydraulics of open channel flows , 2004 .
[7] Ali R. Vatankhah. Flow measurement using circular sharp-crested weirs , 2010 .
[8] Nallamuthu Rajaratnam,et al. Pressure And Velocity Distribution For Sharp-Crested Weirs , 1971 .
[9] Alvin R. Womac,et al. Development of Parabolic Weirs for Simplified Discharge Measurement , 2007 .
[10] M. G. Bos. Discharge measurement structures , 1976 .
[11] Ali R. Vatankhah. Head-Discharge Equation for Sharp-Crested Weir with Piecewise-Linear Sides , 2012 .
[12] Majid Rahimpour,et al. Flow over trapezoidal side weir , 2011 .
[13] H. Chanson,et al. Unsteady discharge calibration of a large V-notch weir , 2013 .
[14] D. Wilcox. Turbulence modeling for CFD , 1993 .