<br />"
<br />
<br />Burkham, D. E. (1976). "Flow from small watersheds adjacent to the
<br />study reach of the Gila River phreatophyte project, Arizona." Proft.
<br />Paper 655-/, U,S, Geological Survey, Washiugton, D,C,
<br />Carmody, T. (1980). "A study to advance the methodology of assessing
<br />the vulnerability of bridge to floods for the Arizona Deparunent of
<br />Transportation." General Rep. No.1. Dept. of Civ. Engrg., Univ. of
<br />Ariz.
<br />Costa, j, E, (19B7), "A comparison of the lorgest rainfall,ruooff floods
<br />in the United States with those of the People's Republic of China and
<br />the world," J, Hydro" Amsterdam, The Netherlands, 96, 101-115,
<br />Foley, M. G.. and Vanoni, V. A. (1977). "Pulsing flow in steep alluvial
<br />stresms." J, Hydr. Engrg" ASCE, 103(8), 843-850,
<br />Glancy, P. A.. and Harmsen, L. (1975). "A hydrologic assessment of the
<br />September 14, 1974, flood in Eldorado Canyon. Nevada. to Projl. Paper
<br />930, U.S, Geological Survey, Washington. D.C.
<br />Hjalmarson. H. W. (1987). "Closure to 'Flash flood in Tanque Verde
<br />Creek, Tucson, Arizooa." J, Hydr. Engrg" ASCE, 113(3),417-41B,
<br />Holmes. W. H. (1936). "Traveling waves in steep channels." CW. Engrg.,
<br />6(7), 467 -46B,
<br />House, P. K., and Pearthree, P. A. (1995). "A geomorphologic and hy-
<br />drologic evaluation of an extraordinary flood discharge estimate:
<br />Bronco Creek. Arizona." Water Resour. Res. 31(12),3059-3073.
<br />Keulegan. G. H. (1949). "Wave motion." Engineering hydraulics, H.
<br />Rouse, ed., John Wiley & Sons, Inc., New York.
<br />
<br />l
<br />I
<br />r
<br />..
<br />
<br />Koloseus, H. J., and Davidian, 1. (1966). "Free.surface instability cor-
<br />relations." Water-Supply Paper 1992.C, U.S. Geological Survey,
<br />Washington, D,C,
<br />Kranenburg, C, K. (1992). "On the evolution of roll waves." Fluid me-
<br />chanics, Cambridge University Press, New York, (245), 249-261.
<br />McGee, W. J. (1897). "Sheetflood erosion." Geological SOC, of Am.
<br />Bull,. (B), 87 -112,
<br />Phillips,1. V., and Hjalmarson, H. W. (1996). "Implication of translatory-
<br />wave phenomena for engineering design." Proc., 1 SI Int. Con! on New/
<br />Emerging Concepts for Rivers, International Water Resources Associ-
<br />ation, Urbana, Ill.. 453-459,
<br />Rantz, S. E., et aI. (1982). "Measurement and computation of
<br />streamflow-Vol. 1. Measurement of stage and discharge." Water-Sup-
<br />ply Paper 2175, U.S. Geological Survey, Washington, D.C.
<br />Schick, A. P., and Lekach, j, L, (1989), "A high,magnitude flood in the
<br />Sinai desert" Catastrophicftooding, L. Mayer and D. Nach, eds., Bos-
<br />ton, Allen, and Unwin, New York, 381-410.
<br />Sheannan, J. O. (1990). "User's manual for WSPRQ-A computer
<br />model for water surface profile computations." Publ. No. FHWA-IP-
<br />89.027, Federal Highway Administration, Washington, D.C.
<br />Thompson, T. H. (1968). "Detennination of discharge during pulsating
<br />flow." Water-Supply Paper 1869-D, U,S. Geological Survey, Washing.
<br />ton, D.C.
<br />Trowbridge, J. H. (1987). "Instability of concentrated free.surface
<br />flows." J, Geaphy" Res" 92(c9), 9523-9530,
<br />
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