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<br />DRAFT <br />South Boulder Creek <br />Outline for Scope of Work <br />Hydrology - Browning/Jarrett <br /> <br />Component 4c - Flood frequency analysis / regional analysis <br />The purpose is to develop reasonable flood frequency curves that, at a minimum, meet the requirements of <br />Water Resource Council Bulletin 17B, FEMA, the Colorado Water Conservation Board, regional, and local <br />criteria and guidelines. <br /> <br />Regional Flood Frequencv Analysis using at-site and reJ!ional streamflow gaging station data <br />I) Information to be evaluated <br />I) Systematic records <br />2) Historic data <br />3) Incorporation of Paleoflood data <br />4) Comparison with similar watersheds <br />5) Flood estimates from precipitation <br />Data assumptions <br />Natural trends <br />Randomness of events <br />Watershed changes <br />Mixed populations <br />Reliability of flow estimates <br />Determination of the frequency curve <br />Annual flood series (vs. partial-duration series) <br />Log-Pearson Type III (Expected Moments, others?) <br />Station skew <br />Modified skew, weighted skew <br />Outliers <br />Refining basic curve using relevant info <br />Confidence limits <br /> <br />IT) <br /> <br />1) <br />2) <br />3) <br />4) <br />5) <br />ill) <br />1) <br />2) <br />3) <br />4) <br />5) <br />6) <br />7) <br /> <br />Comparison ofhvdrologic results using published regional peak flow methods <br />I) USGS "Analysis of the magnitude and frequency of floods in Colorado" <br />1) Regionalized flood frequency relations for Colorado recently updated (2000) <br />2) Estimate peak discharges for 2,5,10,25,50,100,200, and 500-yr recurrence intervals <br />3) Streamflow gaging station records used <br />4) Ordinary least squares regression was used to determine the best explanatory variables <br />5) Generalized least squares regression was used to determine the best regression relation <br />6) Independent variables of drainage area, mean annual precip, and mean basin slope were determined to <br />be statistically significant <br />7) Five separate hydrologic regions were identified <br />8) Can be utilized for verification, calibration, and reasonableness check of rainfall runoff modeling results <br />IT) CWCB "Guidelines for determining 100-year flood flows for approximate floodplains..." <br />1) Streamlined hydrologic procedure for quickly estimating peak flows <br />2) Data collected from existing detailed floodplain studies throughout Colorado <br />3) Single independent variable (drainage area) <br />4) Subregions defined for "homogeneous" areas <br />5) Best-fit regression analysis (power function, Y=a(X)^b) <br />6) Can be utilized for verification, calibration, and reasonableness check of rainfall runoff modeling results <br /> <br />