Investigating the design and arrangement of dual submerged vanes as mitigation countermeasure of bridge pier scour depth using a numerical approach

M Hamidi, M Sadeqlu, AM Khalili - Ocean Engineering, 2024 - Elsevier
In this research, dual submerged vanes have been installed in various arrangements to
reduce the bridge pier scour. The analysis results achieved from the FLOW-3D numerical …

[HTML][HTML] Numerical investigation of the cylindrical bridge pier scour reduction by installing a group of two submerged vanes

M Sadeqlu, M Hamidi - Irrigation and Drainage Structures …, 2022 - idser.areeo.ac.ir
Introduction The construction of hydraulic structures such as bridge piers in river beds
changes the hydrodynamics of the flow and is associated with the scouring phenomenon …

Experimental Investigation of the Collar and Vanes on Reduction the Scour Depth of Cylindrical Piers

E Nohani, S Ebrahimi - Iranian Journal of Soil and Water Research, 2019 - ijswr.ut.ac.ir
Scouring threaten the stability of hydraulic structures in various forms. One way to indirectly
reduce scouring is to put collars and vanes. Collar is a thin plate at a certain height from the …

Investigation of the Cable Performance and Efficiency in Controlling Local Scour of Rectangular Bridge Piers

S Abbasi, M Abam, M Heidarpour - Amirkabir Journal of Civil …, 2021 - ceej.aut.ac.ir
In this study, the performance and efficiency of cable in control of local scour around the pier
of the rectangular bridge have been investigated by changing the flow collision angle. In this …

[PDF][PDF] Experimental Comparison of Sacrificial Piles and Submerged Vanes as Scour Countermeasures around Bridge Pier

N Shahkarami - Journal of Rehabilitation in Civil …, 2019 - civiljournal.semnan.ac.ir
An experimental study has been conducted on the effectiveness of two types of flow-altering
countermeasures placed around a cylindrical pier under clear water condition, which …

[PDF][PDF] Experimental Study of the Effect of Protective Plates Lengths on Reducing the Depth of the Cylindrical Bridge Pier

B Daniyari, E Nohani - Water Resources, 2022 - journals.marvdasht.iau.ir
Introduction: Local scouring that occurs due to human construction of structures in the
course of rivers flow can lead to erosion of the river's bottom and threatens to change the …

Effect of Six-Legged Elements installation arrangement on bed topography around Wing-Wall Abutments

M Zolghadr, M Shafaei Bejestan - Water Resources …, 2018 - wej.marvdasht.iau.ir
The reviews of past researches have shown that abutment scour plays an important role in
bridge failures. Hence, protection of bridges against scour is a significant issue. For existing …

بررسی آزمایشگاهی تاثیر طول صفحات حفاظتی بر کاهش عمق آبشستگی پایه پل استوانه‌ای شکل

دانیاری, بنیامین, نوحانی - فصلنامه علمی مهندسی منابع آب, 2022‎ - wej.marvdasht.iau.ir
چکیدهمقدمه: آبشستگی موضعی که به دلیل سازه‌های ساخت بشر در مسیر جریان رودخانه‌ها به وقوع
می‌پیوندد، می‌تواند به فرم های مختلف باعث فرسایش کف رودخانه شده و تهدیدی در جهت تغییر رژیم …

Use of Side Slots and Submerged Vanes for Sediment Flushing in Upstream of Duckbill Weirs

M Tajari, AA Dehghani… - Water and Soil …, 2020 - water-soil.tabrizu.ac.ir
Duckbill weir is one of the water level control structures in irrigation networks which has
been attracted by many engineers. Since sediments are transported in irrigation networks …

تاثیر آرایش کارگذاری المان های شش پایه بر پستی و بلندی بستر اطراف تکیه گاه ذوزنقه ای

ذوالقدر, مسیح, شفاعی بجستان - فصلنامه علمی مهندسی منابع آب, 2018‎ - wej.marvdasht.iau.ir
آمار های موجود نشان دهنده سهم عمده آبشستگی تکیه‌گاه در تخریب پل‌ها می باشد. لذا حفاظت پل‌ها در
مقابل آبشستگی از اهمیت خاصی برخوردار است. روش‌های پوششی نظیر سنگ چین کاربرد گسترده …