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FLOOD03677
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Last modified
1/25/2010 6:27:57 PM
Creation date
10/4/2006 11:56:06 PM
Metadata
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
Dry Creek
Basin
South Platte
Title
Major Drainageway Planning Dry Creek Technical Addendum
Date
4/1/1980
Prepared For
Larimer County
Prepared By
Gingery Associates, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />,I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />jl <br />'I <br />I <br />I <br /> <br />its downstream end. By the time the peak reaches the <br />bottleneck, the lwoer area is contributing very little to <br />the overall basin flow. Therefore, a physical interpretation <br />of the basin would suggest that discharges should not increase <br />sharply through this reach. At the upstream end of the study, <br />the discharge comparison for the 50-year and 100-year events <br />is very good, as should be expected at this point. <br /> <br />The 10-year event at the upstream end of the study reach does <br />not compare favorably. Since the model was calibrated for a <br />5-year event, and because recent history would dictate a <br />10-year event of fairly low magnitude, the results from the <br />S\'l~IM model are more realistic. <br /> <br />Further information available through the SWMM model shows <br />that the effect of channel storage is to produce a constant <br />peak throughout a major part of this basin. Hence, not only <br />is the peak constant through the study reach because of the <br />bottleneck, but it is also constant up to Douglas Reservoir <br />because of channel s~orage. <br /> <br />Also, in the lower developed reaches of the basin, the immediate <br /> <br />response of the impervious areas is shown in Figure 7 for the <br /> <br />:~!i!~~~ <br />
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