Relative role of bed roughness change and bed erosion on peak discharge increase in hyperconcentrated floods
Cao, Z. X., Pender, G., Wallis, S., and Carling, P.: Computational dam-break hydraulics over erodible sediment bed, J. Hydraul. Eng.-ASCE, 130, 689–703, 2004.
Cao, Z. X., Pender, G., and Carling, P.: Shallow water hydrodynamic models for hyperconcentrated sediment-laden floods over erodible bed, Adv. Water Res., 29, 546–557, 2006.
He, L., Duan, J. G., Wang, G. Q., and Fu, X. D.: Numerical simulation of unsteady hyperconcentrated sediment-laden flow in the Yellow River, J. Hydraul. Eng.-ASCE, 138, 958–969, 2012.
Jiang, E. H., Zhao, L. J., and Wei, Z. L.: Mechanism of flood peak increase along the Lower Yellow River and its verification, J. Hydraul. Eng., 37, 1454–1459, 2006 (in Chinese).
Li, G. Y.: Analysis on mechanism of peak discharge increasing during flood routing in lower reaches of Yellow River, J. Hydraul. Eng., 39, 511–517, 2008 (in Chinese).