Head-Discharge Equation for Sharp-Crested Weir with Piecewise-Linear Sides
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[1] Prabhata K. Swamee,et al. Alternative Linear Weir Design , 1991 .
[2] Raouf E. Baddour. Head-Discharge Equation for Sharp-Crested Polynomial Weir , 2008 .
[3] K. Keshava Murthy,et al. Closure of "Alternative Design of Square-Rooting Measuring Device in Open Channel" , 1995 .
[4] Alvin R. Womac,et al. Development of Parabolic Weirs for Simplified Discharge Measurement , 2007 .
[5] Ali R. Vatankhah. Flow measurement using circular sharp-crested weirs , 2010 .
[6] H. Rouse,et al. History of hydraulics , 1980 .
[7] K Keshava Murthy,et al. On the improvement of chimney weirs , 1997 .
[8] R. French. Open Channel Hydraulics , 1985 .
[9] DataNotAvailable. Discussion of The Application of Sediment-Transport Mechanics to Stable-Channel Design by Emmett M. Laursen , 1957 .
[10] K. Keshavac Murthy,et al. Inverted V‐Notch: Practical Proportional Weir , 1989 .
[11] A. T. Troskolański,et al. Hydrometry. Theory and Practice of Hydraulic Measurements , 1960 .