مقاله‌های Ahmad Mirmohammadi

مدل CCHE2D–DAMBREAKَ یک مدل دو بعدی می باشد که توسط موسسه NCCHE توسعه یافته است و قادر است اطلاعات مکانی و زمانی را در محدوده وقوع سیل مدل کند مدل دو بعدی CCHE2D–DAMBREAKَ مدلی توانمند درتحلیل پدیده شکست سد می باشد درجایی که اطلاعات و زمان محدود می...

Numerical simulation of sediment transport has been conducted in two modes, namely one–layer and two–layer modelling. In one–layer approach, water surface and bed elevation variations due to dambreak have been modelled and in the two–layer approach,...

Non–breaking tsunami waves run–up on steep slopes can cause high damages to coastal structures. The estimation of the wave run–up rate caused by tsunami waves is important to understand the performance and safety issues of the breakwater in practice....

Weakly compressible SPH (WCSPH) method [1] and truly Incompressible SPH (ISPH)method [2] are two widely used methods for simulating free surface flows. In this paper,accuracy and stability of these methods are compared via introducing a modified...

Different models have been presented for predicting coastal zonprofileevolution in sandybeaches which are based upon estimation of sediment transport caused by wind blown to dunesand its interaction with sediment transport caused by storm