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<br />REFERENCES
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<br />Correia, M. (1972), "An experimental study of the mean characteristics of
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<br />Dooge, J. C. I. (1959), "A general theory of the unit hydrograph," J.
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<br />Eagleson, P. S, (1962), "Unit hydrograph characteristics for sewered areas,"
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<br />Fawkes, P. E. (1972), "Roughness in a model of overland flow," Colo. State
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<br />Gray, Donald M. (1961), "Synthetic unit hydrographs for small watersheds,"
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<br />Iwagaki, Yuichi. (1955), "Fundamental studies on the runoff analysis by
<br />characteristics," Bu1. No. 10, Disaster Prevention Research
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<br />Izzard, C. F. (1946), "Hydraulics of runoff from developed surfaces,"
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<br />
<br />Kavvas, M. L. (1972), "Derivation of stable non-oscillating unit hydro-
<br />graphs," Colo. State Univ., Dept. of Civil Engineering, M.S. Thesis,
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<br />Kavvas, M. L. and E. F. Schul z. (1972), "Removal of unit hydrograph
<br />oscillations by filtering," a paper presented to Second International
<br />Hydrology Symposium, Fort Collins, Sept. 1972, 8p.
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<br />Kibler, D. F. and D. A. Woo1hiser. (1970), "The kinematic cascade as a
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<br />Kirpich, P. Z. (1940), "Time of concentration of small agricultural
<br />watersheds," Civil Engineering, ASCE, v. 10, no. 6, June, 1940,
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<br />Minshall, N. E. (1960), "Predicting storm runoff on small experimental
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<br />Mitchell, W. D. (1948), "Unit hydrographs in Illinois," Ill. State
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<br />Moore, W. L. and C. ,I. Morgan (editors). (1969), "Effects of watershed
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