Design Flood Frequency Curvesby Stanley S. Butler, (F.ASCE), Assoc. Prof.; Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA,
Serial Information: Journal of the Hydraulics Division, 1971, Vol. 97, Issue 3, Pg. 479-481
Document Type: Journal Paper
Abstract: Recently, H. C. Riggs has described the basis for design-flood frequency curves which are expansions of ordinary flood frequency curve data. The procedure is simple but time consuming. To speed up the process, two simplified techniques are presented herein: (1) the base-curve method; and (2) the point-offset method.
Subject Headings: Flood frequency | Curvature | Hydraulic design | Hydrologic data |
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