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WSP03196
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Last modified
1/26/2010 12:49:07 PM
Creation date
10/11/2006 11:36:16 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8443.600
Description
Narrows Unit - Studies
State
CO
Basin
South Platte
Water Division
1
Date
6/30/1975
Author
Dames and Moore
Title
Flood Study Narrows Dam South Platte River
Water Supply Pro - Doc Type
Report/Study
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<br />I <br /> <br />DAM ES 8- MOORE <br /> <br />-4- <br /> <br />I <br /> <br />2887 <br />2) <br /> <br />These conclusion <br />conservatism, in <br />practice in the <br />areas. <br /> <br />involve a significant amount of <br />keeping with current professional <br />esign of major dams in populated <br /> <br />I <br /> <br />I <br /> <br />3) <br /> <br />A parapet wall i <br />scheme and shoul <br />reduction. <br /> <br /> <br />volves no more risk than the present <br />be investigated for possible cost <br /> <br />I <br /> <br />I <br /> <br />The Magnitude of the IDF <br /> <br /> <br />The magnitude of an e timated IDF often raises questions; <br /> <br /> <br />therefore, some discussion is n eded of the definition and purpose of <br /> <br /> <br />an IDF, together with sonie fact on relationships betl.cen floods that <br /> <br /> <br />have actually occurred, <br /> <br />I <br /> <br />I <br /> <br />An IDF starts with es imates of a probable maximum flood (PI1F). <br />The PMF is the estimated flood hat would result if all factors which <br /> <br />I <br /> <br />could contribute to the generat on of a flood were to rea~h their most <br /> <br />I <br /> <br />.. <br />critical values that could occu concurrently. The PHF is thus an <br /> <br /> <br />estimate of the 'boundary betwee possible and impossible floods. N.l IDF <br /> <br />, ' <br />is the flood nsed to design the'structure and may be less th'Hl the Pill', <br /> <br />depending on the risks involved <br /> <br />It is common practice for major dams <br /> <br />I <br /> <br />in populated areas to use an II)' equal to the PMF. <br /> <br />I <br /> <br />The Pr-1F is an estimat" , and as such is subject to the same <br /> <br />limitations as all estimates: <br /> <br />.nadequacy of data arId inacctt:i:'acies in <br /> <br />I <br /> <br />. <br /> <br />procedures. Th'2.se limitations ause us to think or -th~ PH}" as' being a <br /> <br /> <br />range of possible values, rathe than a single value. The range re- <br /> <br /> <br />presents thepossibi.lities of e ror in the estimate and can he thought <br /> <br /> <br />of as a "confidence oandtt of va.ues. The IDF we have recommend.ed is <br /> <br />I <br /> <br />I <br /> <br />in the 10l'er part of the confid nee band but not as the extreme low<est <br /> <br />end. <br /> <br />I <br /> <br />It is a natural rende cy for laymen, as '..ell as for ffi'my <br /> <br /> <br />,individuals who are highly skil' cd in other technical areBS but wi.thou:: <br /> <br /> <br />experience in flood hydrology, 0 question tilE,,: Tik'lgnitude of aPNF. <br /> <br />I <br /> <br />I <br /> <br />I <br />
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