ساختار جریان و آبشستگی موضعی در اطراف پایه‌های پل تکی و دوتایی

1-    Alamatian A. and Jafarzadeh, M. 2008. Numerical study of flow around a bridge pier. 8^th international Conference of River engineering, Shahid Chamran University, Ahvaz, Iran. (In Persian)

2-    Barbhuiya, A. and Dey, S. 2004. Measurement of turbulent flow field at a vertical semicircular cylinder attached to the sidewall of a rectangular channel. Flow Measurement and Instrumentation, 15(2), pp. 87-96.

3-    Baykal, C., Sumer, B.M., Fuhrman, D.R., Jacobsen, N.G. and Fredsøe, J., 2015. Numerical investigation of flow and scour around a vertical circular cylinder. Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 373(2033), p.20140104.

4-    Daneshfaraz, R., Ashrafi, S. and Nezafat, H. 2014. Numerical analysis on the effect of slot on the maximum scour depth around a group of bridge piers. 10^th International Congress on Civil Engineering, Tabriz University, Tabriz, Iran. (In Persian).

5-    Esmaeili Varaki, M., Saadati S. and Fazl R. 2015. Experimental investigation of the bed sill effect on the temporal evolution of local scour hole around an inclined pier group on a foundation, Journal of Hydraulics, 10(2), pp. 13-25. (In Persian).

6-    Fenocchi, A. and Natale, L., 2015. Using numerical and physical modeling to evaluate total scour at bridge piers. Journal of Hydraulic Engineering, 142(3), p.06015021.

7-    Froehlich, D.C., 1988. Analysis of onsite measurements of scour at piers. In Hydraulic Engineering: Proceedings of the 1988 National Conference on Hydraulic Engineering (pp. 534-539).

8-    Houshmand, D., Esmaili, K., Keshavarzi, A. and Faridhosseini, A. 2014. Numerical Modeling of Flow around Bridge Piers in Meandering Channel. Journal of Water and Soil, 27(5), pp. 973-984. (In Persian).

9-    Keshavarzi, A., Melville, B. and Ball, J., 2014. Three-dimensional analysis of coherent turbulent flow structure around a single circular bridge pier. Environmental Fluid Mechanics, 14(4), pp.821-847.

10- Laursen, E.M., 1963. An analysis of relief bridge scour. Journal of the Hydraulics Division, 89(3), pp.93-118.

11- Laursen, , E.M., 1980. Predicting scour at bridge piers and abutments. General Report, 3, Arizona Department of Transportation, Phoenix, AZ.

12- Mahjoob, B., Mohammadnezhad, B. and Behmanesh, J. 2014. Numerical modeling of local scouring around group bridge piers and compared with experimental results. Journal of Water and Soil, 28(2), pp. 267-275. (In Persian).

13- Melville, B.W. and Chiew, Y.M., 1999. Time scale for local scour at bridge piers. Journal of Hydraulic Engineering, 125(1), pp.59-65.

14- Melville, B.W., 1997. Pier and abutment scour: integrated approach. Journal of Hydraulic Engineering, 123(2), pp.125-136.

15- Melville, B. W., and Raudkivi, A. J. 1977. Flow characteristics in local scour at bridge piers. Journal of Hydraulic Research, 15(4), pp.373-380.

16- Raeisi, N. and Ghomeshi, M. 2014. Local Scour around the cylindrical bridge pier with two sizes of bed material. Journal of Irrigation Science and Engineering, 38(2), pp. 77-89. (In Persian)

17- Ranjkesh, M. 2010. The effect of flow structure on the scouring around cylindrical bridge piers, M.Sc. thesis, Department of Irrigation and Drainage Engineering, Isfahan University of Technology. (In Persian).

18- Raudkivi A, and Ettema R, 1983. Clear-water scour at cylindrical piers. Journal of Hydraulic Engineering, 109(3), pp.338-350.

19- Richardson, E.V., Harrison, L.J., Richardson, J.R. and Davis, S.R., 1993. Evaluating scour at bridges (No. HEC 18 (2nd edition)).

20- Richardson, J.E. and Panchang, V.G., 1998. Three-dimensional simulation of scour-inducing flow at bridge piers. Journal of Hydraulic Engineering, 124(5), pp.530-540.

21- Zarrati, A.R., Nazariha, M. and Mashahir, M.B., 2006. Reduction of local scour in the vicinity of bridge pier groups using collars and riprap. Journal of Hydraulic Engineering, 132(2), pp.154-162.