... channels, common practice to establish uniform flow is to regulate the tail gate such that the depth is constant along x-direction. Accordingly, 05 07 2001 05 10 2001 © 2003 Thomas Telford Ltd 2003 hydraulics & hydrodynamics models (physical) river engineering...

... & irrigation hydraulics & hydrodynamics models (physical) NOTATION a, b experimental coefficients to equation (3) B channel width C coefficient to equation (1) C_d discharge coefficient for weir, equation (3) c, d...

... and gives conclusions and recommendations for stilling basin behaviour across the entire range of flows tested. 06 02 2001 10 12 2001 © 2002 Thomas Telford Ltd 2002 hydraulics & hydrodynamics models (physical) power stations (non-fossil fuel) The traditional design...

... vertical division of the compound channel at the edges of the main channel was much less satisfactory than a horizontal division across the top of the main channel. The reasons for this are outlined in the paper. © 2000 Thomas Telford Ltd 2000 hydraulics & hydrodynamics models (physical...

.... The range of tests carried out on the 600 mm channel was not as extensive as the 300 mm tests due to the optical limitations of the LDA in measuring flows in channels wider than 450 mm. © 2000 Thomas Telford Ltd 2000 drainage & irrigation hydraulics & hydrodynamics models (physical...

... Thomas Telford Ltd 2000 dams barrages & reservoirs hydraulics & hydrodynamics models (physical) The genesis of the Ghazi-Barotha hydropower project was a pre-feasibility study by Pakistan's Water & Power Development Authority (WAPDA) in 1987. The project as then conceived...