کنترل جابه‌جائی عرضی قوس‌های رودخانه‌ای با نصب صفحات شناور

Atashi V, Shafaai Bejestan M and Ahadyan J, 1391. Evaluation of flow pattern and shear stress in a 90 degree bend using w-weir. Journal of Water Resources Engineering. 5(2):15-28.

Ramesh S, Jarahzade F, Mashkorinyia, V and Shafaai Bejestan M, 1389. The profile of longitudinal erosion and sedimentation is affected by bendway in a 90 degree bend. pp. 102-118. The 9th Iranian hydraulic conference. 18-20 aban, Tehran, Iran.

 Sozepoor A, Shafaai Bejestan M and Ghadoo Y, 1392. Experimental investigation of flow pattern at a 90 degree sharp rectangular bend. Water and Soil Science-University of Tabriz. 23(6): 257-268.

Moradpoor M, Farsadizade D, Hosainzade Dalier A and Aronghi, H, 1391. Experimental investigation of the effect of crochet size on the scouring process of semicircular super dike. pp. 410-419. The 11th Iranian hydraulic conference. 16-19 aban, urmi, Iran. 

Mansoori A.R, Nishabouri A.A, and Honarbakhsh A, 1389. Three-dimensional study of bed level changes in 180 degree bend. Journal of Modares Civil. 10(1): 1-19.

Hemati M, Ghomshi M and Kashefipour S.D, 1391. Experimental investigation of the effect of angular submerged vanes on the Sedimentation and Erosion Pattern in meander. Iranian Water Resources Researches Journal. 8(3): 66-76.

Hemati M, Kashefipour S.D and Ghomshi M, 1392. Experimental investigation on the effect of submerged vanes length on the sedimentation pattern and water level in meander. Journal of Civil and Environmental Engineering. 43(1): 66-76.

Abad JD, Rhoads BL, Guneralp I and Gorcia MH, 2008. Flow structure at difference stages in a meander-bend with Bendway weirs. Journal of Hydraulic Engineering ASCE 134(8): 1052-1063.

Barani GHA and Shahrokhi Sarde M, 2013. Experimental investigation of submerged vanes shape effect on river-bank stability. Scientific Professional Quarterly 1(1): 35-41.

Bahrami Yarahamdi M, Shafai Bejestan M, 2016. Sediment Management and flow patterns at river bend due to triangular vanes attached to the bank. Journal of Hydro-environmental Research 10(1):64-75.

Bhuiyan F, Hey RD and Wormleaton PR, 2010. Bank-Attached Vanes for Bank Erosion Control and Restoration of River Meanders. Journal of Hydraulic Engineering 136(9): 583-596.

Bhuiyan F, Hey RD and Wormleaton PR, 2007. River restoration using W-weir. Journal of Hydraulic Engineering 133(6): 596–609.

Fischenich JC and Allen HA, 2000. Stream management. ERDC/EL SR-W-00-1, U.S. Army Engineer Research and Development Center, Vicksburg, MS.

Jarrahzade F and Shafai Bejestan M, 2011. Comparison of maximum scour depth in Bank line and nose of submerged weirs in a sharp bend. Scientific Research and Essays 6(5): 1071-1076.

Junali T and Utpal Kumar M, 2015. Experimental investigation of local scour around submerged vanes. International Journal Innovative Research in Advanced Engineering 2(7): without page.

Odgard Aj, 2010. River Training and Sediment Management with Submerged Vanes, Published by American Society of Civil Engineers.

 Pagliara S, Kurdistani SM and Santucci I, 2013. Scour downstream of J-hook vane structures in straight horizontal channels, Acta Geophysical 61(5): 1211–1228.

Pagliara S, Kurdistani SM and Cammarata L, 2014. Scour of clear water rock W-Weirs in straight rivers. Journal of Hydraulic Engineering 140(4): without page.

Rosgen DL, 2006. The Cross-Vane, W-Weir and J-Hook Vane Structures Description, Design and Application for Stream Stabilization and River Restoration. Wild land Hydrology, Inc. 11210 N. County Road 19 Ft. Collins, Colorado 80524970-568-0002.

Samimi Behbahan T, 2011. Laboratory investigation of submerged vane shapes effect on river banks protection. Australian Journal of Basic and Applied Sciences, 5(12):1402-1407.

Sclafani P, 2010. Methodology for predicting maximum velocity and shear stress in a sinuous channel with bendway weirs using 1-D HEC-RAS modeling results. M.S. Thesis, Colorado State University, Department of Civil Engineering, Fort Collins, CO.