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<br />IV. REFERElICES
<br />
<br />1. Gilcrest, B. R.. 1950,"Flood Routing", Chapter X in Engineering
<br />Hydraulics, H. Rouse ed.. John Wiley and Sons, Ilew York.
<br />
<br />2. Gruner, L, 1963,"Dam Disasters", Proc. Institution of Civil Engi-
<br />neers, Vol. 24, pp. 47-60.
<br />
<br />3. Sakkas, J. G.,1972, "Analysis of Surge Propagation in a Dry Channel",
<br />Ph.D. Dissertation, University of California at Davis, Davis, California.
<br />
<br />4. Sakkas, J. G., and T. Strelkoff, 1973, "Dam-break Flood in a Prismatic
<br />Dry Channel", Journal of the Hydraulics Division, Proc. American
<br />Society of Civil Engineers, Vol. 99, r~o. IlY12, pp. 2195-2216.
<br />
<br />5. Sakkas, J. G., and T. Strelkoff, 1974, "Dam-break Flood Haves in
<br />Prismatic Dry Channels", Report submitted to the Hydrologic Engineer-
<br />ing Center, Corps of Engineers, January 1974.
<br />
<br />6. Strelkoff, T., 1969, "One-dimensional Equations of Open-channel Flow",
<br />Journal of the Hydraulics Division, Proc. American Society of Civil
<br />Engineers, Vol. 95, Ilo. HY3, pp. 861-876.
<br />
<br />7. Whitham, G. B., 1955, "The Effects of Hydraulic Resistance in the
<br />Dam-break Problem", Proc. Royal Society of London, Series A, Vol.
<br />127, pp. 399-407.
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