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<br />REFERENCES
<br />
<br />1. Chow, Ven Te, Qpen-Channel Hvdraulics, New York: McGraw Hill Book
<br />Co.. Inc., 1959.
<br />
<br />2. Hardison, C. H.. "Generalized Skew Coefficients of Annual Floods in
<br />the United States and Their Application," Water Resources
<br />Research, Vol. 10, No.4, American Geophysical Union, Aug., 1974.
<br />
<br />3. Jones, D. Earl, 'fBasis for Flood Plain Occupancy Decisions," Urban
<br />Runoff-Quantity and Quality, American Society of Civil Engineers,
<br />1974.
<br />
<br />4. King, H. W. and Brater. E. F., Handbook of Hvdraulics, 5th Ed., New
<br />York: McGraw Hill Book Co., Inc., 1963.
<br />
<br />5. Kite, G. W., "Confidence Limits for Design Events," Water Resources
<br />Research, Vol. II, No. I, American Geophysical Union, February,
<br />1975,
<br />
<br />6. U. S. Army Corps of Engineers, Mobile District, "Flood plain Informa-
<br />tion. Sweetwater Creek, Vicinity of Austell. Georgia." January,
<br />1972.
<br />
<br />7. U. S. Army Corps of Engineers. The Hydrologic Engineering Center
<br />Computer Program 723 - X6 - L202A, Users Manual dated February,
<br />1972.
<br />
<br />8. U. S. Department of Housing and Urban Development. Federal Insurance
<br />Administration. "Flood Insurance Study Guidelines and Specifica-
<br />tions," January, 1975.
<br />
<br />9. U. S. Geological Survey, Ma2nitude and Freauencv of Floods in the
<br />United States. Part'2-B. South Atlantic Slope and Eastern Gulf
<br />of Mexico Basins, Ogeechee River to Pearl River, Water-Supply
<br />Paper 1674 dated 1966.
<br />
<br />10. Water Resources Council, Hydrology Convnittee, "A Uniform Technique
<br />for Determining Flood Flow Frequencies." Bulletin 15. Washington,
<br />D. C., 1967.
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