Mohammad Reza Pirestani
Assistant Professor Department of Civil Engineering Islamic Azad University South Tehran Branch, Iran
[ 1 ] - Empirical Relation for Prediction of Sediment-Trapping Coefficient in the Experimental Flume of the Stepped Slit Check Dams
Eroded sediments from catchment areas transport by streams and deposit in downstream less steep areas. Despite reducing the useful life of various hydraulic structures including reservoir dams, flood walls, and bridges, this phenomenon changes the main river hydraulic conditions and increases the flood prone farms in the riverbank area. Check dams are among the structures that can prevent form ...
[ 2 ] - Experimental Investigation of Bed Variations due to Circular Culvert Jet with Different Angles
Downfall flows from different outlet hydraulic structures such as culverts and jetsthrowingtothe erodible downstream bed cause scour hole and changes in the downstream bed topography. Therefore,by performing some physical modeling tests on culvert jet flow under different angles, changes in the downstream bed topography under the effect of different parameters such as flow rate, depth of the ta...
[ 3 ] - Numerical Simulation of Sediment Distribution and Transmission in Pre-Sedimentation basins Using FV Method and Comparison with the Experimental Results
Pre-sedimentation basins are among the most important elements of the conventional water treatment process. In pre-sedimentation basins, due to different velocity gradients, secondary and rotational flows are formed that will create short paths and increase dead and still flow zones as well as changes in the flow mixing. This will prevent laminar flow conditions for sedimentation and will reduc...
[ 4 ] - Sensitivity analysis of geometric and hydraulic parameters on water depth of flood plain in the AbNik River
Transfer of debris flow caused by floods in the river downstream of the mountains leads to several damages every year. Numerous researches have been carried out on the Mountain Rivers the results of which show the importance of performing more researches to control debris flows in the floodplain because of various effective hydraulic-geometric parameters.For this purpose, AbNik Mountain River l...
[ 5 ] - بررسی آزمایشگاهی جریان انحرافی آبگیرهای جانبی در کانال‌های قوسی
مطالعه جریان‌های انحرافی از دیر باز مورد توجه مهندسین هیدرولیک بوده است. شکل‌گیری جریان‌های انحرافی یا به‌طور طبیعی به‌صورت شریان و ایجاد میان‌بر در رودخانه‌های مئاندری بوده و یا آنکه از نوع آبگیری از رودخانه‌‌ها جهت مصارف کشاورزی، آبرسانی شهری و صنعتی از نوع جریان انحرافی مصنوعی می‌باشد. تحقیقات انجام شده نشان می‌دهد، الگوی جریان‌های انحرافی کاملاً سه‌بعدی و غیر‌یکنواخت بوده و ناحیه جدا‌شده در ...
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