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Last modified
11/23/2009 10:50:51 AM
Creation date
10/4/2006 9:15:44 PM
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Floodplain Documents
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Statewide
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State of Colorado
Title
Users Manual for Program PEAKFQ, Annual Flood Frequency Analysis Using Bulletin 17B Guidelines
Date
1/30/1998
Prepared By
USGS
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Table la. Correspondence between qualification codes in the peak-flow file and in the peakfq program and how <br />peakfq handles the associated peaks . <br /> <br />p..kfq <br />program <br /> <br />Peak.flow <br />fn. <br /> <br />D <br /> <br />3 <br /> <br />x <br /> <br />3and8 <br /> <br />K <br /> <br />6crC <br /> <br />H <br /> <br />7 <br /> <br />1,2,4, <br />5.9.A, <br />B,orE <br /> <br />Description <br /> <br />dam failure <br /> <br />Peak excluded from analy~is. <br /> <br />dam failure and discharge g~eater than stated <br /> <br />Peak excluded from analy~is. <br /> <br />known effect of regulation ~r urbanization <br /> <br />By default, peakfq exclud~s peaks with qualification codes of 6 or C. The user may <br />include these peaks by sp~cifying YES under the "Include urban-regulated peaks" <br />column on the Modify/Options menu. <br /> <br />historic peak <br /> <br />By default, peakfq will include or exclude peaks with qualification code of 7 based on <br />the Bnlletin 17-B computed high-outlier threshold and the length of the historic <br />period. The user can modify these criteria by specifying the "Historic return period" <br />and "Discharge threshold": on the Modify/Historic menu and the "Low outlier criteria" <br />on the Modify/Low menu! <br /> <br />maximum daily average, estPnate, less than indicated value, unknown regulation or <br />diversion, snowmeltlhurricanelice.jamldebris dam breakup. year unknown or not exact, <br />month or day unknown ' <br /> <br />Peak always included in aflalysis. <br /> <br />PRINCIPLES OF COMPUTATION <br /> <br />The Bulletin 17B computational analysis is illustrated in figure 1. The following sections provide an <br />overview of the major computational steps. <br /> <br />FIGURE 1 NEAR HERE <br /> <br />Systematic Record Analysis <br /> <br />The systematic record analysis involves the computation of the mean, standard deviation and <br />coefficient of skewness (X, S, and G, respectively) of the common logarithms of the annual peak floWs in <br />the systematic record. At some sites, annual peaks of magnitude zero can occur; more generally, the annual <br />peak may occasionally fall below or be equal to some lo~er limit of measurement called the gage base <br />(which may be zero). To account for this possibility, the number of peaks below the gage base is computed <br />I <br />in addition to the mean, standard deviation, and skewnes~ of the logarithms of the above-base systematic <br />peaks. The statistics of the systematic peaks and the number of peaks below the gage base are used to <br />compute the systematic record frequency curve as follows: <br /> <br />log Qs, p = X + S kG, p (I) <br />. where Qs, p = systematic frequency curve at exceedance 'probability p, and <br />kG, p = the Pearson Type III standardized ordinat~s for station skew (G) and exceedance <br />probability p. <br /> <br />PEAKFQ <br /> <br />3 <br /> <br />DRAFT -1/30/98 <br />
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