مطالعه آزمایشگاهی اثر برداشت مصالح پایین دست پایه پل بر نیمرخ آبشستگی با رویکرد بهینه یابی فاصله

1.Ali, K.M.M., and Lim, S.Y. 1986. Local scour caused by submerged wall jets. Proceedings of the Institution of Civil Engineers. 81: 4. 607-645.

2.Daneshfaraz, R., Chabokpour, J., and Dasineh, M. 2019. The experimental investigation of the maximum depth and length of the created pit holes due to the bed material removal under subcritical flow condition. Journal of Water and Soil Conservation. 26: 1. 111-130. (In Persian)

3.Dasineh, M. 2017. Laboratory review of the transfer of pits made under the influence of riverbed. Master's Thesis. Maragheh University. Civil Engineering Department. (In Persian)

4.Haghnazar, H., Hashemzadeh, B.A., Amini, R., and Saneie, M. 2019. Experimental study on appropriate location of river material mining pits regarding extraction and utilization. Journal of Mining and Environment.10: 1. 163-175.

5.Haghnazar, H., Sangsefidi, Y., Mehraein, M., and Tavakol, D.H. 2020. Evaluation of infilling and replenishment of river sand mining pits. Environmental Earth Sciences. 79: 362.

6.Lade, A.D., Deshpande, V., Kumar, B., and Oliveto. G. 2019. On the morphodynamic alterations around bridge piers under the influence of instream mining. Water. 11: 8. 1676.

7.Lade, A.D., Deshpande, V., and Kumar, B. 2019. Study of flow turbulence around a circular bridge pier in sand mined stream channel. Proceedings of the Institution of Civil Engineers - Water Management. 173: 5. 217-237.

8.Lee, S.O., Seungh, K., and Sturm, T.W. 2004. Comparison of laboratory and field measurements of bridge pier scour. 2^nd International Conference on Scour and Erosion, Singapore.

9.Li, J., Qi, M., and Jin, Y. 2013. Experimental and numerical investigation of riverbed evolution in post-damaged conditions. Proceeding of 2013 IAHR World Congress, China.

10.Majedi, M.A., Daneshfaraz, R., and Valizadeh, S. 2019. Experimental study of river sand and gravel mining on scouring pattern around pier group. Journal of Hydraulics. 143: 3. 1611-1633. (In Persian)

11.Majedi, M.A., Daneshfaraz, R., Abraham, J., and Valizadeh, S. 2021. Effects of hydraulic characteristics, sedimentary parameters, and mining of bed material on scour depth of bridge pier groups. Journal of Performance of Constructed Facilities. 35: 2. 04020148.

12.Masjedi, A., Bajestan, M.S., and Kazemi, H. 2010. Effects of bridge pier position in a 180 degree flume bend on scour hole depth. Journal of Applied Sciences. 10: 8. 670-675.

13.Mehdizade, S., Ghorghi, M., and Shadi, A. 2020. Assessment of effective indexes for optimal site selection of river material mining, case study: Talvar River in Kurdistan province. Journal of Watershed Engineering and Management. 12: 1. 153-165. (In Persian)

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

15.Melville, B.W., and Chiew, Y.M. 1999. Time scale for local scour at bridgepier. Journal of Hydraulic Engineering. 125: 1. 59-65.

16.Raudkivi, A.J., and Ettema, Robert. 1983. Clear water scour at cylindrical piers. Journal of Hydraulic Engineering. 109: 3. 338-350.

17.Saneie, M., Ghafouri , M.A., Davoudi, M.H., and Amiri, E. 2011. Effects of gravel and sand mining location on scour bridge pier. 4^th Iran Water Resources Management Conference, Amirkabir University of Technology, Tehran, Iran. (In Persian)

18.Shen, H.W. 1969. Mechanics of local scour: supplement, methods of reducing scour. Colorado State University, Engineering Research Center Fort Collins Co. United States 80523. 39.