Explicit solutions for critical and normal depths in trapezoidal and parabolic open channels
暂无分享,去创建一个
[1] R. French. Open Channel Hydraulics , 1985 .
[2] V. T. Chow. Open-channel hydraulics , 1959 .
[3] Prabhata K. Swamee. Normal‐Depth Equations for Irrigation Canals , 1994 .
[4] Prabhata K. Swamee,et al. Critical depth equations for irrigation canals , 1993 .
[5] Amlan Das,et al. Flooding Probability Constrained Optimal Design of Trapezoidal Channels , 2007 .
[6] Prabhata K. Swamee,et al. Closure of "Exact Equations for Critical Depth in a Trapezoidal Canal" , 2005 .
[7] S. Easa,et al. Explicit solutions for critical and normal depths in channels with different shapes , 2011 .
[9] Zhangu Wang. FORMULA FOR CALCULATING CRITICAL DEPTH OF TRAPEZOIDAL OPEN CHANNEL. TECHNICAL NOTE , 1998 .
[10] Willi H. Hager. Discussion of "Noncircular Sewer Design" , 1989 .
[11] B. A. Christensen. Discussion of “Flow Velocities in Pipelines” by Richard D. Pomeroy (August, 1983) , 1984 .
[13] Sushil Kumar. Discussion of Flow Velocities in Pipelines by Richard D. Pomeroy , 1984 .
[15] S. Easa,et al. Closure of "Simplified Accurate Solution for Design of Erodible Trapezoidal Channels" , 2011 .
[16] S. Kouchakzadeh,et al. Discussion of “Exact Equations for Critical Depth in a Trapezoidal Canal” by Prabhata K. Swamee and Pushpa N. Rathie , 2007 .
[17] Prabhata K. Swamee,et al. FORMULA FOR CALCULATING CRITICAL DEPTH OF TRAPEZOIDAL OPEN CHANNEL. DISCUSSIONS , 1999 .
[18] Discussion of “Formula for Calculating Critical Depth of Trapezoidal Open Channel” by S. Wu and C. Katopodis , 1999 .