Evolution of Flood Frequency Analysis withBulletin 17

Author:

Griffis Veronica W.12,Stedinger Jery R.12

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931-1295. E-mail: vgriffis@mtu.edu

2. Professor, School of Civil and Environmental Engineering, Cornell Univ., Hollister Hall, Ithaca, NY 14853-3501. E-mail: jrs5@cornell.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference61 articles.

1. CONFIDENCE INTERVALS FOR FLOOD EVENTS UNDER A PEARSON 3 OR LOG PEARSON 3 DISTRIBUTION

2. Approximate Confidence Intervals for Quantiles of Gamma and Generalized Gamma Distributions

3. Beard L. R. (1974). “Flood flow frequency techniques.” Technical Rep. No. CRWR-119 Center for Research in Water Resources The Univ. of Texas at Austin Austin Tex.

4. Uniform Flood-Frequency Estimating Methods for Federal Agencies

5. Berenbrock C. (2003). “Two-station comparison of peak flows to improve flood-frequency estimates for seven streamflow-gauging stations in the Salmon and Clearwater River Basins Central Idaho.” Water-Resources Investigation Rep. No. 03-4001 U.S. Geological Survey Reston Va.

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