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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 />I <br /> <br />\ <br /> <br />DAMES Iif. ~OAE <br />,,() Q ,) <br /> <br />-2- <br /> <br />I <br /> <br />The Element of Ri.sk <br /> <br /> <br />Risks are involved in all aspects of human endeavor; including <br /> <br /> <br />transportation, health, building construction, Society makes decisions, <br /> <br /> <br />either directly or inadvertently, on the types and degrees of risks it', <br /> <br /> <br />will take, It is appropriate, therefore, to talk in terms of risk in <br /> <br />the design of dams. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />There are two types of risks involved in dams. The first is <br /> <br /> <br />risk of failure of the main structure of the dam; the second is risk <br /> <br /> <br />of damage to the structure. These need to be considered separately, <br /> <br /> <br />because the first is concerned primarily with protection of human life; <br /> <br /> <br />the primary concern of the second is with economic optimization of <br /> <br /> <br />design. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Risks of Dam Failure <br /> <br />I <br /> <br />The Policy We Recommend <br /> <br /> <br />The primary design concern for protecti.on of the dam i.s the <br /> <br /> <br />magnitude of the IDF and the risks that may be taken with respect to <br /> <br /> <br />loss of life in the event of dam failure. <br /> <br />I <br /> <br />I <br /> <br />The South Platte'Valley has significant population'in the <br /> <br /> <br />Ft. Morgan area and downstreaui, Studies by the USBR estimate that <br /> <br /> <br />failure of the NarJ:ows DaTil \.;roul.u t esu.lt in flood elevations at Ft. <br /> <br />I <br /> <br />Morgan that would be 4.2 feet higher than under natural conditions <br /> <br /> <br />without the dam and 7,5 f",et higher t:han if the dam would not fail. <br /> <br /> <br />If these estimates are comhined with the natural tendency of people <br /> <br /> <br />to occupy an area below a dam designed for flood control,' it is evident. <br /> <br /> <br />that -a tragically high loss of. Hfe,is pas.sible if-the dam is designed <br /> <br /> <br />to accept a risk of failure. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Accord:f.r~gly, 'file recommend tJH.lt the Narrm.;s Dam be designed <br /> <br /> <br />to prevent failure of t,he dam, with no significnnt ri~jk being taken <br /> <br /> <br />of overtopping of the dhfil. <br /> <br />I <br /> <br />I <br /> <br />I <br />
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