A method for evaluating local scour depth at bridge piers due to debris accumulation
作者： Mohsen Ebrahimi , Slobodan Djordjević , Diego Panici , Gavin Tabor , Prakash Kripakaran
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摘要: A novel method for evaluating the effect of debris accumulation on local scour depth at bridge piers is introduced. The concept a ‘debris factor’ proposed to replace current effective and...
sci-hub.se 参考文章(20)
Ffm Chang, H W Shen, DEBRIS PROBLEMS IN THE RIVER ENVIRONMENT ,(1979)
L. W. Zevenbergen, P. F. Lagasse, P. E. Clopper, Effects of Debris on Bridge Pier Scour World Environmental and Water Resources Congress 2007. pp. 1- 10 ,(2007) , 10.1061/40927(243)376
Colin J Apelt, Arthur C Parola, Mark A Jempson, DEBRIS FORCES ON HIGHWAY BRIDGES NCHRP Report. ,(2000)
N Wellwood, J Fenwick, A flood loading methodology for bridges Australian Road Research Board (ARRB) Conference, 15th, 1990, Darwin, Northern Territory. ,vol. 15, ,(1990)
Jeremy Benn, Railway bridge failure during flooding in the UK and Ireland Proceedings of the Institution of Civil Engineers - Forensic Engineering. ,vol. 166, pp. 163- 170 ,(2013) , 10.1680/FENG.2013.166.4.163
Bruce W. Melville, D. M. Dongol, BRIDGE PIER SCOUR WITH DEBRIS ACCUMULATION Journal of Hydraulic Engineering. ,vol. 118, pp. 1306- 1310 ,(1992) , 10.1061/(ASCE)0733-9429(1992)118:9(1306)
Brian B. Barkdoll, Bruce W. Melville, Yee-Meng Chiew, TIME SCALE FOR LOCAL SCOUR AT BRIDGE PIERS Journal of Hydraulic Engineering. ,vol. 125, pp. 59- 65 ,(1999) , 10.1061/(ASCE)0733-9429(2000)126:10(793.2)
Stefano Pagliara, Iacopo Carnacina, Temporal scour evolution at bridge piers: effect of wood debris roughness and porosity Journal of Hydraulic Research. ,vol. 48, pp. 3- 13 ,(2010) , 10.1080/00221680903568592
B. W. Melville, A. J. Sutherland, DESIGN METHOD FOR LOCAL SCOUR AT BRIDGE PIERS Journal of Hydraulic Engineering. ,vol. 114, pp. 1210- 1226 ,(1988) , 10.1061/(ASCE)0733-9429(1988)114:10(1210)
Stefano Pagliara, Iacopo Carnacina, Influence of Wood Debris Accumulation on Bridge Pier Scour Journal of Hydraulic Engineering. ,vol. 137, pp. 254- 261 ,(2011) , 10.1061/(ASCE)HY.1943-7900.0000289