1. Pournasiri, M., Pirestani, M.R., andMajdzadeh-Tabatabai, M.R. 2006. Studythe Changes in Eddy Flow in U-shape
Bend Channels. 7th Iranian Conferenceof Hydraulic, Water and Electricityindustries University (ShahidAbbaspour). Tehran
2. Soozepour, A., Shafai-Bajestan, M., andGhadu, Y. 2011. Lab Study of the Crossvelocity Pattern of Flow in 90 Degree
Sharp Bend. the 4th Conference of WateReferences of Iran. Amirkabir Universityof Technology. Tehran.
3. Musavi-Naini, A., Vaghefi, M., andGhodsian, M. 2009. Effect of Radius ofcurvature of 90 degree bend with flat bed
on changes of shear stress changes onSubmerged Vanes. 8th Hydraulicconference. Tehran University. Tehran.
4. Salehi-neyshabouri, A.2008. Review andprovide solution to reduce inputsediment to the intakes in the river.Applied Research Project Department ofWater Resources Management andDevelopment Plan.
5. Ghadu, Y., Shafai-Bajestan, M., and, A. 2011. Lab Study of thevelocity Pattern of Flow in 90
Degree Sharp Bend. the 4th Conferenceof Water References of Iran. AmirkabirUniversity of Technology. Tehran.
6. Keshavarzi,A., and Karami-Moghaddam,M. 2007. Effect of Submerged Vanes onreducing the accumulation of submergedsediment inlet intakes 55 ° with arounded entrance. 3th International
on Civil engineering. Tabriz.Tabriz University.
7. Golrokh, I, and Shafai-Bajestan, M.2011. The Lab Study of Impact ofPlacement of W-Weir on the
Topography of the Bed in 90 DegreeBend. The 6th National Congress onCivil Engineering, Semnan University.
Semnan engineering. Semnan. Semnanuniversity.
8. Vaghefi, M., and Ghodsian, M. 2010.Lab Study of the Effect of Bend on theSecondary Flow in 90 Degree Bend in
the Balanced Bed Conditions” TheScientific Research Journal of hydraulic,5th period, No. 1, Pp 91-99.
9. Mashkournia, H,. Jarrahzadeh, F,.Ramesh, S,. and Shafai-Bajestan, M.2010. Effect of submerged Submerged
Vanes structures along the 90 degreebend on the scourof outer bank. 9thHydraulic conference. Iran. Tehran.Tarbiat Modarres University.
10. Bhuiyan, F., Hey, R. D., and, P.R. 2007. Hydraulicevaluation of W-weir for restoration.Journal of Hydr. Enrg. ASCE. Vol. 133.No.6:596-609.
11. Bhuiyan, F., Hey, R D., andWormleaton, P.R. 2009. Effects ofVanes and W-weir on Sediment
Transport in Meandering Channels.Journal of Hydraulic Engineering .ASCE. Vol. 135. No.5:339-349.
12. Christopher I. Thornton, Antony M.Meneghetti, Kent Collins, Steven R.Abt,and S. Michael Scurlock. 2011.Stage-discharge relationships for U-, A-,and W-weirs in un-submerged flowconditions. Journal of Americanassociation. Vol.47., No.1:169-178.
13. Odgaard JA, Bergs MA. 1988. Flowprocesses in a curved alluvial channel.WaterResour Res. Vol. 24. No.1:45–56.
14. Rodi, W. and Leschziner A. 1978.Calculation of strongly curved openchannelflow. Journal of the Hydraulic. 105(HY10).
15. Rosgen, D. L. 2001b. The cross vane, Wweirand J-hook structures: Their, design and application for
stream stabilization and river restoration.Proc. Wetland Engineering and RiverConf. ASCE. Reston, Va.
16. Shukry, A. 1950. Flow around Bends inopen flume. Transactions. ASCE,Vol. 115.
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