چکیده مقاله
One of the effective methods for protecting the shores of navigable rivers at the site of the arches is submerged vanes In order to study a case in the Netherlands, a numerical study was carried out on the effects of using submerged vanes on the protection of the coast in the Netherlands In the present study, the numerical results of the impact of a submerged vane at a distance of one fourth of the width of the internal and external arc with a full arc length of 90 degrees are paid to the average velocity distribution and pressure in the arc of 90 degrees, with a width of 350 meters and a depth of 4 5 meters The results of the study showed that the presence of a submerged vane close to the inner arch, about one quarter of the width of the internal arc produces a counterflow stream that reduces the normal secondary flow in the bends of the river Hence, the high velocity current, which is driven radially to the inner shore, is diverted to the middle direction So it will improve the sedimentation on the inner shore of the bend and scouring on the outer shore of the bend In this way, the flow rate from the mean value of one meter per second reaches 1 98 m/s in the middle region and decreases from the sedimentation in this range
کلیدواژهها
نویسندگان
Javad Rakhshan
Morteza KohansalNasibeh ZareMostafa RakhshanMohammad Rakhshan
Arman Guilaninezhad
Department of Civil Engineering, Tonekabon Branch, Islamic Azad University, Tonekabon, Iran
Morteza Kohansal
Javad RakhshanNasibeh ZareMostafa RakhshanMohammad Rakhshan
Adeleh Saedi
Department of Civil Engineering, Tonekabon Branch, Islamic Azad University, Tonekabon, Iran
Nasibeh Zare
Javad RakhshanMorteza KohansalMostafa RakhshanMohammad Rakhshan
Mehdi Nezhadnaderi
Department of Civil Engineering, Tonekabon Branch, Islamic Azad University, Tonekabon, Iran
Mostafa Rakhshan
Javad RakhshanMorteza KohansalNasibeh ZareMohammad Rakhshan
Mohammad Rakhshan
Javad RakhshanMorteza KohansalNasibeh ZareMostafa Rakhshan
شیوه ارجاع
Guilaninezhad, Arman and Saedi, Adeleh and Nezhadnaderi, Mehdi,1401,Numerical simulation of the flow around the submerged blade to counteract the spiral flow in the curvature of navigable rivers,Eleventh International Conference on Mechanics, Manufacturing, Industries and Civil Engineering
ارائهشده در
مجموعه مقالات یازدهمین کنفرانس بین المللی مکانیک، ساخت، صنایع و مهندسی عمران25 اردیبهشت 1401