Bibliografia
161
Bibliografia
Ahmed F. and Rajaratnam N.(1998), “Flow around bridges piers”, J.Hydraul. Eng., 124 (3), 288- 300
Auguirre-Pe J., Oliviero M.L. and Moncada A.T. (2003), “Particle densimetic froude nunmber for estimating sediment transport”, J.Hydraul. Eng., 129 (6), 428-437
Bradley J.B., Richards D.L. and Bahner C.D.(2005), “Debris Control Structures – Evaluation and Countermeasures”, Washington, D.C., Federal Highway administration, Report No. FHWA- IF-04-016, Hidraulic engineering No. 9 (3th edition)
Briaud J.L., Chen H.C., Chang K.A. Chen X. And Oh S.J.(2006), “Scour at bridge due to debris accumulation”,
Chang W.Y., Lai J.S. and Yen C.L.(2004), “Evolution of Scour Depth at Circular Bridge Piers”, J.Hydraul. Eng., 130 (9), 905-913
Chiew Y.M.(1995), “Mechanism of riprap failure around bridge piers”, J.Hydraul. Eng., 121 (9), 635-643
Choi S.U. and Cheong S.(2006), “PREDICTION OF LOCAL SCOUR AROUND BRIDGE PIERS USING ARTIFICIAL NEURAL NETWORKS”, Journal of the American Water Resources Association (JAWRA). 42(2):487-494
Cihew Y.M.(2004), “Local scour and riprap stability at bridge piers in a degrading channel”, J.Hydraul. Eng., 130 (3), 218-226
Dargahi B.(1990), “CONTROLLING MECHANISM OF LOCAL SCOURING”, J.Hydraul. Eng., 116 (10), 1197-1214
Dey S. and Barbhuiya A.K.(2005), “Time Variation of Scour at Abutments”, J.Hydraul. Eng., 131 (1), 11-23
Dey S. and Raikar R.V.(2005), “Scour in long contraction”, J.Hydraul. Eng., 131 (12), 1036-1049
Dey S. and Raikar R.V.(2007), “Characteristics of Horseshoe Vortex in Developing
Bibliografia
162 Scour Holes at Piers”, J.Hydraul. Eng., 133 (4), 399-413
Diehl T.H.(1997), “Potential drift accumulation at bridgesWashington, D.C., Federal Highway administration”, Report No. FHWA-RD-97-028, Hidraulic engineering No. 9
Duan J.G.(2005), “Two-dimensional model simulation of flow field around bridge piers”, World Water Congress 2005 173, 449
Grafh W.H. and Istiarto I. (2002), “Flow Pattern in the scour hole around a cylinder”, J. Hydraul.
Res., 40 (1), 13-20
Hager W.H. and Oliveto G (2002), “Shields' Entrainement Criterion in Bridge Hydraulics”, J.Hydraul. Eng., 128 (5), 538-542
Johnson P.A. (1995), “Comparison of pier-scour equations using field data”, J.Hydraul. Eng., 121 (8), 626-629
Johnson P.A. and Ayyub B.M.(1996), “Modeling uncertainity in prediction of pier scour”, J.Hydraul. Eng., 122 (2), 66-72
Kandasamy J.K. and Melville B.W.(1998), “Maximum local scour depth at bridge piers and abutments”,J. Hydraul. Res., 36 (2), 183-198
Lim S.Y. And Cheng N.S.(1998), “Scouring in long contraction” J.Irr. Dren. Eng., 124 (5), 258- 261
Link. O., Pfleger F. and Zanke U.(2006), “Automatic non intrusive measurement of scour-hole geometry”, 3rd International Conference on Scour and Erosion (ICSE2006), Amsterdam, 2006
Lyn D. A., Cooper T., Yi Y.-K., Sinha R. and Rao A. R.(2003), “LABORATORY AND FIELD STUDY OF SINGLE-PIER DEBRIS ACCUMULATION”, TRB 2003 Annual Meeting
Lyn D.A.(2006), “Pressureflow scour a reexamination of the HEC18 equation”, World Environmental and Water Resources Congress 2006
Md. Faruque Mia and Hiroshi Nago(2003), “Design Method of time-dependent local scour at circular bridge Pier”, J.Hydraul. Eng., 129 (6), 420-427
Bibliografia
163 Melville B.W. and Chiew Y.M.(1997), “TIME SCALE FOR LOCAL SCOUR AT BRIDGE PIERS”, J.Hydraul. Eng., 125 (1), 59-65
Melville B.W. And Dongol D.M.(1992), “Bridge pier scour with debris accumulation”, J.Hydraul.
Eng., 118 (9), 1306-1310
Melville B.W. and Sutherland A.J. (1988), “Design method for local scour at bridge pier”, J.Hydraul. Eng., 114 (10), 1210-1226
Melville B.W.(1997), “Pier and abutement scour: Integrated approach”, J.Hydraul. Eng., 123 (2), 125-136
Melville B.W.(1997), “Pier and abutement scour: Integrated approach”, J.Hydraul. Eng., 123 (2), 125-136
Mutz M., Pie´gay H., Kenneth J., Gregory K.J., Borchardt D., Reich M., Schmieder K.(2006),
“Perception and evaluation of dead wood in streams and rivers”, by German students Limnologica, 36, 110-118
Oliveto G. and Hager W.H.(2005), “Further Results to Time-Dependent Local Scour”, J.Hydraul.
Eng., 131 (2), 97-105
Oliveto G., Unger J. and Hager W.H. (2004), “Discussion on "Design Method of time-dependent local scour at circular bridge Pier" by Md. Faruque Mia and Hiroshi NagoJ.Hydraul. Eng., 130 (12), 1211-1213
Oliveto G.and Hager W.H.(2002), “Temporal evolution of clear-water pier and abutment scour”, J. Hydraul. Eng., 128 (9), 811-820
Pagliara S. and Carnacina I..(2008) “Debris accumulation influence on bridge pier scour” J.
Hydraul. Eng., (submitted).
Pagliara, S., Hager, W.H., Unger, J. (2008). “Temporal evolution of plunge pool scour”
J.Hydraul. Eng., 134 (11), 1630–1638.
Ram Balachandar and Patel V. C. (2002). “Rough Wall Boundary Layer on Plates in Open Channels” J.Hydraul. Eng., 947–951.
Bibliografia
164 Salaheldin T.M., Imran J. and Chaudhry M.H.(2003), “Numerical Modeling of Three- Dimensional Flow Field Around Circular Piers”, J.Hydraul. Eng., 130 (2), 91-100
Wallerstein N.P.(2003), “Dynamic models for constriction scour caused by large woody debris”, Earth Surf. Process. Landforms, 28, 49-68
Wallstein N. and Thorne C.R. (1995), "Impact of wood debris on fluvial processes and channel morphology in stable and unstable streams”, U.S. Army Research, Development and standardization group, UK
Parola A. C. and Apelt C. J. and Jempson M. A. (2000), “Debris forces on highway bridges”, Transportation research board – national research council, National Academy press Washington, D.C.
