摘要: |
Accurate flood-frequency characteristics are required to design safe bridges and culverts. Unfortunately, flood-frequency characteristics can be determined directly only at stream crossings located at or near streamflow-gaging stations with long periods of peak-flow record. Consequently, at most stream crossings, flood-frequency characteristics must be estimated. Those estimates typically have been determined from regional regression equations for streams that are unregulated and drain predominately rural areas. The last such set of regional regression equations developed for Ohio was based on peak-flow data collected through water year 2001.
The goals of this research are to (1) evaluate and update regional estimates of skewness in peak-flow time series, (2) update flood-frequency estimates for Ohio streamflow gages based on the updated regional skew information and peak-flow data collected through water year 2014, (3) develop new regional regression equations relating selected basin characteristics to peak flows with annual exceedance probabilities ranging from 0.5 to 0.002, and (4) implement the regional regression equations in the U.S. Geological Survey's StreamStats application (http://streamstats.usgs.gov). |