Computational models for analyzing scouring problems at Nile River
A computational model was used to estimate and analyze scouring problems at the Nile River. A partial failure of the upper slab of the lock guide pier upstream of the new Esmaeilia canal intake was observed. Therefore, the reach upstream of the new Esmaelilia canal 920 m long on the Nile River in front of Esmaeilia canal intake is considered in this paper. The hydrodynamic process has been calculated using a 2-D hydrodynamic model (HYD-2), which simulates the flow behavior in rivers. The sediment transport in the reach was simulated using a 2-D sediment transport model which has the capability of predicting the locations of scouring and silting along the considered reach. The use of the models was illustrated through the use of two alternatives solution to the problem.
Numerical model scour Nile River sediment transport Hydroinformatics
Maged M.Elfiky Abdelazim M.Negm Talaat M.Owais M.A Nassar
Water&Water Structures Engineering Dept.,Faculty of Engineering,Zagazig University,Zagazig,Egypt
国际会议
9th International Conference on Hydrodynamics(第九届国际水动力学会议 ICHD2010)
上海
英文
730-737
2010-10-11（万方平台首次上网日期，不代表论文的发表时间）