A Comparative Study of Conventional Regime Equations. | ||||
| MEJ- Mansoura Engineering Journal | ||||
| Article 28, Volume 9, Issue 1, June 1984, Page 25-47 PDF (794.35 K) | ||||
| Document Type: Research Studies | ||||
| DOI: 10.21608/bfemu.1984.220622 | ||||
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| Author | ||||
| Abdel-Razik A. Zidan* | ||||
| Assistant Professor, Irrigation and Hydraulics Engineering Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt. | ||||
| 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. | ||||
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