SEARCH

SEARCH BY CITATION

References

  • Ashmore, P. E. (2001), Braiding phenomena: Statics and kinetics, in Gravel-Bed Rivers V, edited by M. P. Mosley. pp. 95121, N. Z. Hydrol. Soc., Wellington.
  • Bertoldi, W., and M. Tubino (2005), Bed and bank evolution of bifurcating channels, Water Resour. Res., 41, W07001, doi:10.1029/2004WR003333.
  • Bertoldi, W., A. Pasetto, L. Zanoni, and M. Tubino (2005), Experimental observations in channel bifurcations evolving to an equilibrium state, in Proceedings of “RCEM 2005” (Urbana-Champaign, Illinois, USA), vol. 1, edited by G. Paker, and M. Garcia, pp. 409419, Balkema, A. A., Brookfield, Vt.,
  • Bolla Pittaluga, M., R. Repetto, and M. Tubino (2003), Channel bifurcation in braided rivers: Equilibrium configurations and stability, Water Resour. Res., 39(3), 1046, doi:10.1029/2001WR001112. ( Correction, Water Resour. Res., 39(11), 1323, doi:10.1029/2003WR002754.).
  • Bulle, H. (1926), Untersuchungen über die geschiebeableitung bei der spaltung von wasserläufen, technical report, VDI Verlag, Berlin.
  • Chew, L. C., and P. E. Ashmore (2001), Channel adjustment and a test of rational regime theory in a proglacial braided stream, Geomorphology, 37, 4363.
  • de Heer, A. F. M., and E. Mosselman (2004), Flow structure and bedload distribution at alluvial diversions, in Proceedings of “River Flow 2004” (Napoli, Italy), vol. 1, edited by M. Greco, A. Carravetta, and R. D. Morte, pp. 801806, Balkema, A. A., Brookfield, Vt.,
  • Federici, B., and C. Paola (2003), Dynamics of channel bifurcations in noncohesive sediments, Water Resour. Res., 39(6), 1162, doi:10.1029/2002WR001434.
  • Griffiths, G. A. (1981), Stable-channel design in gravel-bed rivers, J. Hydrol., 52, 291305.
  • Henderson, F. M. (1966), Open Channel Flow, McMillan, New York.
  • Hirose, K., K. Hasegawa, and H. Meguro (2003), Experiment and analysis of mainstream alternation in a bifurcated channel in mountain rivers, in Proceedings of “3rd IAHR Symposium RCEM” (Barcelona, Spain), vol. 1, edited by A. Sanchez-Arcilla, and A. Bateman, pp. 571583, Int. Assoc. of Hydraul. Eng. and Res., Delft, Netherlands.
  • Ikeda, S., G. Parker, and K. Sawai (1981), Bend theory of river meanders. part i - Linear development, J. Fluid Mech., 112, 363377.
  • Mosley, M. P. (1983), Response of braided rivers to changing discharge, J. Hydraul. N. Z., 22(1), 1867.
  • Parker, G. (1979), Hydraulic geometry of active gravel rivers, J. Hydraul. Div. Am. Soc. Civ. Eng., 105, 11851201.
  • Parker, G. (1990), Surface-based bedload transport relation for gravel rivers, J. Hydraul. Res., 28(4), 417436.
  • Talmon, A., M. C. L. M. van Mierlo, and N. Struiskma (1995), Laboratory measurements of direction of sediment transport on transverse alluvial-bed slopes, J. Hydraul. Res, 33(4), 519534.
  • Wang, Z. B., R. J. Fokkink, M. D. Vries, and A. Langerak (1995), Stability of river bifurcations in 1d morphodynamics models, J. Hydraul. Res., 33(6), 739750.
  • Zolezzi, G., W. Bertoldi, and M. Tubino (2006), Morphological analysis and prediction of river bifurcations, in Braided Rivers: Process, Deposits, Ecology and Management, edited by G. H. Sambrook Smith et al., pp. 233256, Int. Assoc. of Sedimentol., Blackwell, U. K.,