A Comparative Study of Conventional Regime Equations.

Authors

Abdel-Razik A. Zidan, Assistant Professor, Irrigation and Hydraulics Engineering Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt.

Corresponding Author

A. Zidan, Abdel-Razik

Subject Area

Civil and Environmental Engineering

Article Type

Original Study

Abstract

When any one of the alluvial canal parameters such as width, depth, slope or velocity is affected all other parameters are uniquely determined and independtly adjusted, thus creating a new canal regime. Many formulas of canal regime have been presented, the best well know regime equations are those given by Lacey (1929, 1930, 1953), Blench (1957, 1966) and Simons-Albertson (1963). Deviations of the observed canal dimensions of some cohesive canals located in El-Fayoum governorate, the eastern region of Delta in addition to Damietta branch, from those given by Lacey, Blench, and Simons, et al. are investigated.

Recommended Citation

A. Zidan, Abdel-Razik (2022) "A Comparative Study of Conventional Regime Equations.," Mansoura Engineering Journal: Vol. 9 : Iss. 1 , Article 8.
Available at: https://doi.org/10.21608/bfemu.1984.220622