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0rleans 100-year flood discharges 100-year recurrence intervals 38 percent 4000 OBSERVED DISCHARGE 51 inches 51 sites annual peak discharges basin parameters Bulletin 17B C0 CM CM CM CM CM I CM Colson and Hudson computed CUBIC FEET Draw near Prentiss Equal Value Line Federal Highway Administration FEET PER SECOND FREQUENCY ESTIMATES Frequency of Mississippi H CM Highway Department I—I I—I isohyetal log-Pearson Type mean square error Mississippi State Highway Mississippi State University Mississippi Streams observed and synthetic observed annual peak observed data observed record period of record Pinola rainfall-runoff model regression analysis Resources Council Bulletin RMSE root mean square Scooba SECOND Figure skew small drainage areas standard deviation synthetic and observed synthetic data synthetic discharge synthetic flood synthetic record synthetic results t-H t-H t—i CM Type III distribution U.S. Geological Survey U.S. Water Resources Water Resources Council