References
Watson et al. (1998)
Watson, C.C., Harvey, M.D., Biedenharn, D.S., and Combs, P.G., (1988). Geotechnical and hydraulic
stability numbers for channel rehabilitation: Part I, The approach. Abt, S.R. and Gessler, J. (Eds.),
ASCE Hyd. Div. 1988 National Conf., pp. 120-125.
Whittaker, J., and Jaggi, M. (1986). Blockschwellen. Mitteilungen der Versuchsanstalt fur Wasserbau,
Hydrologie und Glaziologie, Nr. 91, an der Eidgenossischen Technischen Hochschule Zurich.
Wildlife Society and American Fisheries Society, Stream Renovation Guidelines Committee (1983).
Williams, G.P. (1978). Bank-full discharge of rivers, Water Resources Research, 14(6):1141, paper
8W0446.
Wilson, K.V. (1973). Changes in flood-flow characteristics of a rectified channel caused by vegetation,
Jackson, Mississippi. Jl. of Research, United States Geological Survey, 1:621-625.
Winkley, B.R. (1977). Man-made cutoffs on the lower Mississippi River, conception, construction and
river response. U.S. Army Engineer District, Vicksburg Potamology Investigations Report 300-2,
Vicksburg, MS.
Wyzga, B. (1996). Changes in the magnitude and transformation of flood waves subsequent to the
channelization of the Raba River, Polish Carpathians. Earth Surface Processes and Landforms,
21:749-763.
Yang, C.T. (1973). Incipient motion and sediment transport. Jl. Hydraulics, ASCE, 99(HY10):1679-
1704.
Zeller, M.E., and Fullerton, W.T. (1983). A theoretically-derived sediment transport equation for sandbed
channels in arid regions. Proceedings of the D. B. Simons Symposium on Erosion and
Sedimentation, pp. 1.134-1.148.
259
Previous Page
