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FLOOD08812
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Last modified
1/26/2010 10:06:32 AM
Creation date
10/5/2006 3:53:51 AM
Metadata
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Template:
Floodplain Documents
County
Morgan
Community
Fort Morgan
Stream Name
Narrows Dam
Basin
South Platte
Title
Flood Study Narrows Dam South Platte River
Date
6/1/1975
Prepared For
CWCB
Prepared By
Dames & Moore
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />:' ~ '1i"~~;""~ <br /> <br />I <br /> <br />-7- <br /> <br />DAMES 8 MOORE <br /> <br />I <br /> <br />I <br />I I <br /> <br />I <br /> <br />willing, at least at this stage, to accept even rare 'operation of the <br /> <br /> <br />auxiliary spillway unless a service spillway also is provided. One of <br /> <br /> <br />their principal reasons is that the service spillway provides a much <br /> <br /> <br />more rapid means of reservoir evacuation, to be prepared for subsequent <br /> <br /> <br />floods that may occur. The USBR sees this as a matter to be determined <br /> <br /> <br />by design judgment. <br /> <br />I <br /> <br />He see it in a different light. Having accepted the auxiliary <br /> <br /> <br />spillway site as being competent for even a rare flood (perhaps once <br /> <br /> <br />in 1000 years), the principle of its competence is established and <br /> <br /> <br />acceptance of more frequent operations then would appear to become a <br /> <br /> <br />matter of economic optimization of damages vs. risk. In this process, <br /> <br /> <br />the frequency of auxiliary spillway use becomes of paramount importance. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Frequency of Auxiliary Spillway Use <br /> <br />An analysis of the frequency of auxiliary spillway use reveals <br /> <br />some rather surprising results. They start with probabilities of various <br /> <br />reservoir levels being attained within,the joint usa pool (75,000 <br /> <br />acre-feet) and within the exclusive flood control pool' (475,000 acre-feet). <br /> <br />We find, for instance, <br /> <br />a) that there is a 50-50 chance, that at anyone time, <br />the storage within the joint use pool would only <br />be 20,000 acre-feet. <br /> <br />b) that there is a 4-in-5 chance that only the joint <br />use pool would be full, 1. e. tha t 1,75,000 acre-feet <br />of exclusive flood control space would remain un- <br />f HIed. <br /> <br />n,ost importantly, that there is cnly a 50-50 chance <br />tha auxiliary spillway would be used once in 150 years, <br />even in the ab3ence of a service spilLway~ <br /> <br />c) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />An economic study we have made, described in Chapter IV, demonstrates <br /> <br /> <br />that tvith median probah.ilities of flooding there is no economic justi- <br /> <br /> <br />fication of providing extensive protection to prevent damage to the <br /> <br />auxiliary spillway. Only under .:in extTemely ;Ibad leck sequence" of <br /> <br /> <br />high floods would there be. <1ny justification for suc.h protection. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />
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