Flow and sediment transport in compound channels :
[Book]
the experiences of Japanese and UK research
Ian K. McEwan and Syunsuke Ikeda.
Boca Raton
CRC Press
2009
.
IAHR monographs
1. IntroductionI.K. McEwan and S. Ikeda1.1 Introduction1.2 Background to the Text2. Flow StructureD.W. Knight, S. Aya, S. Ikeda, I. Nezu and K. Shiono2.1 Introduction2.2 Straight Compound Channels2.3 Curvilinear Compound Channels2.4 Meandering Compound Channels 2.5 Effect of Flow Structure on Resistance2.6 Effects of Flow Structure on Conveyance Capacity2.7 Concluding Remarks3. Sediment ProcessesE.M. Valentine, S. Ikeda, D.W. Knight, I.K. McEwan, W.R.C. Myers, G. Pender, T. Tsujimoto, B.B. Willetss and P.R. Wormleaton3.1 Introduction3.2 Straight Channels with Fixed Planforms3.3 Meandering Channels with Fixed Planforms3.4 Free Planform Channels3.5 Floodplain Processes3.6 Conluding Remarks4. Computer SimulationY. Kawahara, S. Fukuoka, S. Ikeda, G. Pender and Y. Shimizu4.1 Introduction4.2 Flow Modelling4.3 Turbulence Modelling4.4 Example Applications: One Dimensional Modelling4.5 Example Applications: Two Dimensional Modelling4.6 Example Applications: Three Dimensional Modelling4.7 Concluding Remarks5. Design ConsiderationsS. Fukuoka, A. Watanabe and P.R. Wormleaton5.1 Stage-Discharge Relationship and Discharge Storage5.2 Flood Flows and Bed Variation in Meandering Channels5.3 Effects of Sediment Supply on Bed topography5.4 Bank Erosion in Compound Meandering Rivers5.5 Effects of Main Channel Alignment on Local Scouring Depth Around Piers5.6 Concluding Remarks6. Conclusions and RecommendationsS. Ikeda and I.K. McEwan6.1 Concluding Remarks6.2 Future Work