Water Surface Profile Computation in Nonprismatic Compound Channels

Bousmar, 1999, Momentum transfer for practical flow computation in compound channel J, Hydraul. Eng., 125, 696, 10.1061/(ASCE)0733-9429(1999)125:7(696) Bousmar, 2004, Overbank flow in symmetrically narrowing floodplains, J. Hydraul. Eng., ASCE, 130, 305, 10.1061/(ASCE)0733-9429(2004)130:4(305) Proust, 2006, Flow in compound channel with abrupt floodplain contraction, J. Hydraul. Eng., 132, 958, 10.1061/(ASCE)0733-9429(2006)132:9(958) Rezaei B(2006) Overbank flow in compound channels with prismatic and non-prismatic floodplains. PhD Thesis, Univ. of Birmingham, U.K. Knight, D.W., and Shamseldin, A., (2005). “River basin modelling for flood risk mitigation”,Taylor & Francis, the Nederlands. Rezaei, 2009, Application of the Shiono and Knight Method in compound channel with non-prismatic floodplains, J. Hydraul. Research., 47, 716, 10.3826/jhr.2009.3460 Rezaei, B., and Knight, D.W., (2011). “Overbank flow in compound channels with non prismatic floodplains” J. Hydraul. Eng. Khatua, 2012, Stage-Discharge prediction for straight and smooth compound channels with wide floodplains, J. Hydraulic. Eng., ASCE, 138, 93, 10.1061/(ASCE)HY.1943-7900.0000491 Bousmar, D., and Zech, Y., (2002). “Discussion of two-dimensional solution for straight and meandering overbank flows.” by D. A. Ervine, K. Babaeyan-Koopaei and Robert H. J. Sellin, J.H.E., 2000, 126(9). J. Hydraul. Eng., 128(5), 550-551. Khiabani, 2005, Friction factor for spatially varied flow with increasing discharge, J. Hydraul. Eng., 131, 792, 10.1061/(ASCE)0733-9429(2005)131:9(792)