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.
A. Zidan, A. (2022). A Comparative Study of Conventional Regime Equations.. MEJ- Mansoura Engineering Journal, 9(1), 25-47. doi: 10.21608/bfemu.1984.220622
MLA
Abdel-Razik A. Zidan. "A Comparative Study of Conventional Regime Equations.". MEJ- Mansoura Engineering Journal, 9, 1, 2022, 25-47. doi: 10.21608/bfemu.1984.220622
HARVARD
A. Zidan, A. (2022). 'A Comparative Study of Conventional Regime Equations.', MEJ- Mansoura Engineering Journal, 9(1), pp. 25-47. doi: 10.21608/bfemu.1984.220622
VANCOUVER
A. Zidan, A. A Comparative Study of Conventional Regime Equations.. MEJ- Mansoura Engineering Journal, 2022; 9(1): 25-47. doi: 10.21608/bfemu.1984.220622
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