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<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 /> <br />JOURNAL OF HYDRAULIC ENGINEERING / JUNE 1997/575 <br />